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Home My WebLink About20150521 Ver 1_FINAL SET SEALED_11x17_20150526Strickland, Bev From: Montalvo, Sheri A Sent: Tuesday, May 26, 2015 3:04 PM To: Strickland, Bev Subject: FW: Cannon Mills Landfill Attachments: BN12_CANNON MILLS LANDFILL FINAL SET SEALED_llxl7_(5-20-15).pdf Here is the PDF of the plans I put on your table this morning0 Project # 20150521. From: Nora Zirps [mailto:nzirps espassociates.com] Sent: Tuesday, May 26, 2015 2:51 PM To: Montalvo, Sheri A Subject: RE: Cannon Mills Landfill MW Attached, please find the requested electronic file for the plans. Would you like me to send you any of the other files electronically? ►f�[i7 .. From: Montalvo, Sheri A[mai Ito: sheri.montalvo(a)ncdenr.gov] Sent: Tuesday, May 26, 2015 2:34 PM To: Nora Zirps Subject: Cannon Mills Landfill Importance: High Good afternoon, We have received the PCN for the above referenced project. With the plans being so large could you please send a PDF of them so that we may get them scanned into our system easier? Thank you, Sheri Montalvo 401 & Buffer Permitting Unit NCDENR- Division of Water Resources 1617 Mail Service Center, Raleigh, NC 27699-1617 Phone: (919 )807-6303 Email: sheri.montalvo@ncdenr.gov 1 E-mail correspondence to and from this address may be subject to public records laws and may be disclosed to third parties. rnall aurrc,aluuinduinae, Co and frurn U•iiu ae,inder is aulnjaa� �o dh o IN C I::"ulnlia taaun:;u I..aw and may Inc divalosod �o C'Ird luartie,a, The information contained in this e-mail message is confidential and may be legally privileged and is intended only for the use of the individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified that any dissemination, distribution or copy of this e-mail is strictly prohibited. If you have received this e-mail in error, please immediately notify us by return e-mail or telephone if the sender's phone number is listed above, then promptly and permanently delete this message. Please note that any attached electronic files are furnished for your information only. This should be considered as an interim work product and is subject to continued modification and revision. This is not a construction document. Construction documents with the appropriate seal, signed and dated, can be provided if necessary. Any use of this electronic file including modification, insertion, or appendage to other documents is at the user's risk. Any reproduction or distribution of this information requires written authorization from ESP Associates, P.A. INDEX OF SHEETS SHEET NO. SHEET NAME C0.0 COVER SHEET C1.0 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN C1.1 EXISTING CONDITIONS 8 DEMOLITION PLAN (1 OF 4) C1.2 EXISTING CONDITIONS 8 DEMOLITION PLAN (2 OF 4) C1.3 EXISTING CONDITIONS 8 DEMOLITION PLAN (3 OF 4) C1.4 EXISTING CONDITIONS 8 DEMOLITION PLAN (4 OF 4) C2.0 OVERALL SITE PLAN C3.0 OVERALL SUBGRADE GRADING PLAN C3.1 SUBGRADE GRADING PLAN (1 OF 4) C3.2 SUBGRADE GRADING PLAN (2 OF 4) C3.3 SUBGRADE GRADING PLAN (3 OF 4) C3.4 SUBGRADE GRADING PLAN (4 OF 4) C4.0 OVERALL FINISHED GRADE GRADING PLAN C4.1 FINISHED GRADE GRADING PLAN (1 OF 4) C4.2 FINISHED GRADE GRADING PLAN (2 OF 4) C4.3 FINISHED GRADE GRADING PLAN (3 OF 4) C4.4 FINISHED GRADE GRADING PLAN (4 OF 4) C5.0 OVERALL EROSION CONTROL PLAN PHASE 1 C5.1 EROSION CONTROL PLAN PHASE 1 (1 OF 4) C5.2 EROSION CONTROL PLAN PHASE 1 (2 OF 4) C5.3 SI EROON CONTROL PLAN PHASE 1 (3 OF 4) C5.4 EROSION CONTROL PLAN PHASE 1 (4 OF 4) C5.5 OVERALL EROSION CONTROL PLAN PHASE 2 UX EROSION CONTROL PLAN PHASE 2 (1 OF 4) C5.7 EROSION CONTROL PLAN PHASE 2 (2 OF 4) C5.8 EROSION CONTROL PLAN PHASE 2 (3 OF 4) C5.9 EROSION CONTROL PLAN PHASE 2 (4 OF 4) C6.0 SITE 8 EROSION CONTROL DETAILS (1 OF 3) C6.1 SITE 8 EROSION CONTROL DETAILS (2 OF 3) C6.2 SITE & EROSION CONTROL DETAILS (3 OF 3) C7.0 APPROXIMATE WASTE DEPTH PROFILES ORIGINAL DATE 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 10/8/2014 REVISED DATE 5/20/2015 5/20/2015 5/20/2015 5120/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 5/20/2015 Q E a _ 8 CANNON MILLS LANDFILL wULL LOCATED IN colon KANNAPOLIS i ROWAN COUNTY, NORTH CAROLINA rm" ENGINEERING FIRM: ESP ASSOCIATES, P.A. ADDRESS: 3475 LAKEMONT BLVD. FORT MILL, SC 29708 PHONE: (803) 802 -2440 FAX: (803)802 -2515 CONTACT: ANDREW MARTIN DEVELOPER: NCDENR DIVISION OF WASTE MANAGEMENT ADDRESS: 1646 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699 -1649 PHONE: (919) 707 -8331 CONTACT: CATHYJACOBS THIS SET IS CURRENT THROUGH SHEET DATE 05/20/2015 LICENSE NO.:._ { C- 0587 AL .Ti w J J_ LL Z � Q W J W S N c/) J > 2 O Z 0 Z Z Q U f PROJECT INFORMATION KnmwMMlaiSb@101AIt PROJECTMANAGER; BP Call below you dig, DESIGNEDBY: NV DRAWN BY: NV NOTE: SITE CONTAINS ASBESTOS, ALL WORK PROJECT NUMBER ffit SHALL CONFORM TO ASBESTOS MANAGEMENT °HEEIRA ° "TE' °re' PLAN PREPARED BY OTHERS. CO.0 z� w a a y Q O O rn s z w U z DEMOLITION NOTES / -- GENERAL NOTES Il ao iH $ 1. ALL NECESSARY PERMITS FOR DEMOLITION SHALL OBTAINED BY THE CONTRACTOR PRIOR BEGINNING WORK, CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. II I I 1. THIS DRAWING IS NOT INTENDED TO BE A BOUNDARY SURVEY. DURING _ x i 2 N n a 2. BOUNDARY LINE INFORMATION TAKEN FROM "CANNON MILLS LANDFILL ", BY ALLIED m�i m° �q = au q 2. PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO DEMOLITION ACTIVITIES, � — � j-J / I — ASSOCIATES, P.A. DATED 01131111 AND REVISED 3I2B113, Q O t � a 3. OFF -SITE BORROW REQUIRED FOR THIS PROJECT MUST COME FROM AN APPROVED _ _ _ I I �/ / 3. TOPOGRAPHIC INFORMATION, SHOWN WITHIN PROJECT LIMITS, TAKEN FROM 'CANNON W M n EROSION CONTROL PLAN SITE OR A SITE REGULATED UNDER THE MINING ACT OF 1971. - -- - -- , \/ MILLS LANDFILL ", BY ALLIED ASSOCIATES, P. A. DATED 01/31 Ii1 AND REVISED 3/28113. 4. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE UTILITIES — i I — J _ — —I I 4. VERTICAL DATUM IS NAVD 68, ESTABLISHED USING NORTH CAROLINA VRS SYSTEM. AND ENSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENTOF "�__ I — _ _ — — — — CONSTRUCTIONIDEMOLITIONACTIVITIESACCORDINGTONCSTATELAW . CONTRACTOR SHALL �_, "ESTA TABERNACLE I — — — I I 5.HORIZONTALDATUMBASEDON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. �,_ PP�ARSEL"'"C I ' I -- (NAD 113) USING GPS SURVEY. COTTAGE COVE DLLC 5. ALL MATERIAL EXCEPT THAT BELONGING TOAPUBLIC OR PRIVATE UTILITY COMPANY SHALL '�� _ 25 PARCEL 15209800001 r'I / 6. PROJECT LOCATED WITHINTHE 100 YEAR FLOOD ZONE, PER FEMA PANEL NUMBERS'. BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE -'�_ I ESTATE 1,89 -Ba0 / __ APPROPRIATE UTILITY PROVIDER WHEN WATER. SEWER, GAS, POWER OR COMMUNICATION ��___ �`- / I 3710561400J, EFFECTIVE DATE: JUNE 16,2009 (ROWAN COUNTY, NC) LINES ANDIOR METERS ARE TO BE REMOVED OR RELOCATED. THE CONTRACTORSHALLSE �' r ' /11 ' RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH ROWAN COUNTY AND �' -_ `�\_� / ]. CONTROL POINT is UTILITY PROVIDER REQUIREMENTS. -'�_ \_ ( j J / OTLAGE COVE LLC / NOD NAIL ` \` I n cEL 52 0 a I NORTH: 643,831.81 Si A TABERNACLE I 1 \ I 9 OOOPOt D —STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE L 13 05602 P ESTATE 1189 - 840 / )'� \ � EAST: 1,515,651.53 DURINGDS PHASES REPAIRE D NQNT STRUCTURES CONAT ARE TO REMAIN R THAT TER to325PC. 79t _/ " \• / P \ � II\ F ON COOT' DAMAGED SHALL BE REPAIRED BYTHECONTIONAL COST. A HE ENGINEER'S REPRESENTATIVE SENTATER - — — — — — — — — — _ _ •\ /� / 1 \ SOUTH 8NTROL POINT T02 THAN THEM EXISTING CONDITION LYN TIOIEDOF ADDITIONAL ANY EXISTING STRUCTURE ENOTLENTATIVE `� _, / ,/ i SOUTH 8RIDO3 "WEST, SHALL BE IMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXIBTING STRUCTURE NOT LABELED 1 1 X \ Row TvN slrvc /\ 729.n' GRID OR ]29.40'GROUND FOR DEMOLITION. �� ou o5 TV 0u AR 3RNACLE / + I \/ `.�/ /� / / ESTATE ]41 - 39 ' CONTROL IL 2: ARCEL 7. CONSTRUCTION ENTRANCE AND SILT FENCE PER THE APPROVED EROSION CONTROL PLANS o8 94§. PO 5a2 / ! / I ! _ \ 80D NAIL SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS (SEE SHEETS 05.0- C5.4). // `i- - �- -.__L ' I \ IN 843,]09.15 \ \\ \1111111 / /// E: 1,514,932 fi3 \\ / B. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL ELEV']912T �NCARO / /rrj MET HODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. - -- J - � TEMPORARY ACCESS ROAD / _ _ j t I / I - f S 9. BASED ON THE'KANNAPOLIS BTH STREET LANDFILL SITE ASSESSMENT REPORT' PREPARED ERTEC EL i/ I BY THE US. ARMY CORPS OF ENGINEERS, SAVANNAH DISTRICT DATED JANUARY 2003 , THE RE vCNE M. AA�OaaP I !�; i / r�� - -�__ - -•\ _ _ { ��CN058N� £ IB THE POTENTIAL FOR THREE(3) MONITORING WELLS TO BE PRESENT ON THE PROPERTY PARCEL 153076 / T - -- - ESTATE 08E (MW- t,MW -2, AND MW -3). DEPTHS OF THESE MONITORING WELLS ARE 29 FEET, 21 FEET, AND 31 FEET, RESPECTIVELY. THESE WELLS SHALL BE ABANDONED PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES BY A NORTH CAROLINA - LICENSED DRILLER IN ACCORDANCE WITH THE MOST CURRENT i SA NORTH CAROLINA ADMINISTRATIVE CODE INCAC)2C WELL T I / / \\ /� �/' 1 / /fig 0 \� \\ \V\\�m \g-- _^�``\ I ' rr /r /iOi�� \�N`, CONS TRUCTIONSTANDARDS. THE FOLLOWING GAS PROBES SHALL BE ABANDONED USING I / - -°I'T` / / ///I IIIITT THE SAME PROCEDURES: GP -2, GP -3, GP -0, GP -5, GPE, GP -7. GP -B, GP -9, GP -10, GP -11, GP -12, III \ / / ` _ GP- 13, GP- 14, GPA 5,GP-16,GP- 17,GP- 18,GP- 19;GP -20 GP -22, GP -23, GP -25, GP- 26 AND GP -28. Iiii �/ / //11� // / // \O J ` O \\ ��'i - I ♦`S E�RQ(rrEr i 10. ESTIMATED EXISTING OLOCATIONS R ELEVATED SE OF AROMATIC HYDROCARBONS (PAR'S) I \ 9 ! I IN EXIBTING COVER SOILS ARE BROWN. USE OF THESE SOILS IS RESTRICTED TO THE ' {I ; / 2 y! SUSGRAGE LAYER (SEE SHEETS C3.0- C3.4). �� /' II / \ , f _ /� )I / / / / / / 1 ( 1 / SHEET Ci.t \� 10 I _ Q i I PAR�E;<9EOO,4,— "o2�ii k \S I I 081,36I=G �I `•,,F'�,+1M6� �'.`• / I �R p rrlN ru Au. M pp i. a 1C 22,� W-1 EXI r/ FEMA 3 OOOP (20NE AE)100- YEIRFL � // � TT / / / / ` -_ \ I :.I� I GEORGE W. UNION J AND EXISTING REM i I / _ �( I / \� \' `� 500 -YEAR FLDODPIAIN� i� J/ I/1 MW2 l ice\ I DB 839.aPG0 \ -- 1031 \ — — — - CRAP SCALE aR7G7;; — ' "�/ ► '��_- _ — _ -- - -_ -- ERn,y.eaN'EL % J / O tw zoo' boo' __ -- 1 - / I / I ( / I IG DO 801. PG / I iX -_ _ / O / I G I ` - - - -- ✓✓ f -// / // / II — — IN FEET ) / \/ - -_` _ -- 1 ;•__� 7�/ /� / / / / / I� C£ORGE w. uNTD�JJR \ \ 1 inch = 100 ft. / I I \� �- `� ✓ = ' �� /��/ / Ii/ /\ I�10 AND FE TAMMY D', \I r ✓ \ ✓ice \ �/ 'i / / \ \� // �\ III / ' \f - _ - \✓ - // `,116 / \\ `� \ ` �a \ / \I I loe c� GC uNT 1 I LEGEND O AP oM ER Ta , D �C a3a DB 655P�e EXIST. MAJ OR OR CONTOUR MW 3 — L_ I __ �✓ / \ = \�_____ -�__ \\ \ \ \ \ Od \ // \.\ I I.. 11 �� EXIST. MINOR CONTOUR --- - - - - -- m y \ \\ rL / PEDESTRIAN BRIDGE i \ \I J� rz �z ' ! \ E %ISTING FEMA) \\ \ \ \ �l : 1 PROP LIMITS OF DISTURBANCE ®� H' 100 YFAR�L90 PLAIN GAND WFE TAMMY D. ( r PARCEL 060 EXIST. DRIVE _ / I - -� GO 1- PG. 904 1 EXIST. STORM PIPE —50 $D— � z .O 1 �__ - -— -- _/ , �• I j — / EXISTING FEMA _ — — _ - -�- - - --� - - \ - - - - _ fie, _ f / / ,� EXIST. GAS PROBE /50 YEAR FLOODPLAIN SHEET C1.21 O e W 6 0 -1 ✓ ✓ EXIST. TREE LINEtini Pe nm¢ / q \ -- -__�� _- A4 \.• • \� - -- __ ESTIMATED LIMITS OF WASTE DDNP SILT NERAN i 2v4i'oa°' y9 ya \ i ` 5'\\ \� ✓ /�� EXIST. TREES TO BE REMOVED oo-h �� \\ \\ \\ \ \ / 745 `\ J / R EL 1a — w fi�pao \` 081 n Pc 5s IXI ST. MONITORING WELL ® V BiaCK JR\ \ \� \ �� /,( - ] __ EXIST ASPHALT GREENWAV fA PARCEL I48 048 OB 5]4, PG 891 \ / _ r ,I` 1� I � _ — _— _ — 1{ I I I \`` �_ ``o¢ ¢� °Cm '"Y -� /� `\ \R��\ `\ / ``�- F,` `P ` R `�\ \ \ \ b/\ - � - - •�-_ �� \ \ \ \ y \ \ \\ � \ \ \ �i \ - 1 ` \ � l _ \-�w� \� \ s.A � ` � ' \� T.\ . ^ \\\ 1 \� \ � \ \\ - \ \ ��4 \\ ,� . / � \ \ ✓\ ' �'� 1 -, / � ` � "^I I ' / / 'I 1 L - I -.�- �\ �/// \ I \\ y \ \\ \ < \ \\ \ \ \\ � v\\`�7� v\ 7 \ \\5vN \,\ O.� \ \ I \ ` � I I \I 1I �\ I `I I / / 1I I I 1� I I - TI I - - --_ -I � I EXIST FEMA FLODDW AY - v_W � J a E %ST. FEMA 100 -VR FLOODPLAIN - -- - - - - - EXISTFEMA 500 -YR FLOODPLAIN O LL SHEET CIA EXIST SANITARY SEWER PIPE At — < Q Y A v - - 0 O J 1 _ _ y ,� o ww w .� --- -I- - -- $ Z 3 WILLIAM R>IILLET \ idZ - / — II 'I I I I I z3 QZ O P BcE5LB,1 PG, B06o y - _i- �` uj T-L TIT _ - } WIDW WN64'B I]IemW. o Call before you dw z / \ I // / I JI _ ) - -\ \, \ J —__ __ PROJECTOMANAGER,RMATI r SAM I I I I I I `` SHEET CIO -�_ DESIGNED NO TE: IT 1 DRAWN BY: : NWS SE CONTAINS ASBESTOS ALL WORK NWS PROJECTNUMBER: BN12,S)9 SHALL CONFORM TO ASBESTOS ORIGINAL DATE: 101812014 SHEET MANAGEMENT PLAN PREPARED BY OTHERS. C1.0 1 / \ I / 1 / I / I / I I I I I I I I I ' EXISTING FEMA 100 -YEAR FLOODPLAIN(ZONE AE) I / I SHEET C1.4�� / EXISTING EAE) I � / 100 -NEAR FWoo PLAIN (ZONE AE) % SHEET C1.3 \ I 1 / SHEET INDEX \ / NOT TO SCALE \ r \ 1 LEGEND WEST A TABERNACLE / 1 / EXIST. MAJOR CONTOUR PARCEL 153 116 ` \ / / EXIST. MINOR CONTOUR — — — — — — — — — — _DB 951, PG. 725 \ I / _ \ 1 / PROP. LIMITS OF DISTURBANCE EXISTING FEMA I 1 EXISTING FEMA / WEST A TABERNACLE — _� 500-YEAR FLOODPLAIN FLOODWAV� EXIST. DRIVE PARCEL 153 05602 �� \ EXIST. IDS 1032, 1032, PG 791 EXIBT. GA3 PROBE STORM PIPE O EXIBT. TREE LINE ESTIMATED LIMITS OF WASTE EXIST. TREES TO BE REMOVED D WEST A TABERNACLE PARCEL 153 074 DS 949, PG 542 GERTIE G. McDANIEL I VICKIE M. WALDROP I PARCEL 153 076 ESTATE 08E -112 I I / / / /6ERTIE G. MCDANIEL / PARCEL 153 057 DS 622, PG 471 / DS 1102, PG 436 - � i i EXISTING FEMA !EAR FLOOOPLAIN (ZONE AE) � - MATCH LINE C1.1 y i / MATCH LINE C1.4 / / EX`SSMHR / EXISTING FEMA FLOODWAY EXIST MONITORING WELL r�a11� I / EXIST. ASPHALT pREENWAV EXIST. FEMA FLOODWAV EXIST. FEMA 100 -YR FLOODPLAIN — / E�O C� U S % F SN E EST EXIST. FEMA 500 -YR FLOODPLA IN (upop 40, ,u8Qc pjw EXIST SANITARY SEWER PIPE --- PeR Tq)f MA r Pp /N G e. —ss —ss ESTIMATED LOCATION OF PAH'H Il TR�EARE!�$ €— �n�l pr� // R�INO�FED�$.56AC�RES TEMPORARY ACCESS ROAD ' Ift 41 - -_- s IST. GAS PROBE. GP-18 (TO BE ABANDONED) \ � EXIST. TREE LINE (TYP_) — 11�1111�111 iag- - -- -- r- 18 "RCP EXIST. GAS PROBE, GP -19 - - - -- — — —/ (TO BE ABANDONED) ll/ \ / / /' \ Ai / l l ,; °�� _�•� I� l , A �II I111 / Illlll 1 \ IIII III�IIII� �� 1 IXIST.�ftEELINE P.) / II�IIIIIIII10� / � 1 � IIllll I � // / // IIIIIII IIII 1 / i //� /� // // / / // / /' / ! / 1 � � � / / ✓" I � I A / I \ EXIST. GAS PROBE, fill (TO ABANDONED) iI // EXIST. GAS PROBE, GP -20 MATCH — T CH / LINE C/ / 1.1 / (TO BE ABANDONED) Ir Ili fill IIIIII 7011 MATCH LINE CI.2 VI I / Ex ssMHpn / \ \ EXIST. OAS PROBE, OP -] — 1�_GA' --'� EXIST. GAS PROBE, GP >6 \ \ / l ^ i� �\ (TO BE ABANDONED) S / / / I I / / !/ // // / / / / EXIST. GAS PROBE, GP -t5 (TO BE ABANDONED) IIII IIII ! I I / / „ (TO BE ABANDONED) pll�llllll 1 EX. 18 ^RCP I �� Jill �IluQlli vv v GRAPHIC SCALE If IIIIIII� IIill IIIIIII IN FEET ) �IIIIIIIti V A l// I 13 3 i� l I /l / I min= 40 ft. VII I /C / / -> D / / _ - -- �IIUII /0 C OBE ABANDONEDW�L,MW -2 1 ) lIllll z m / NOTE: SITE CONTAINS ASBESTOS, ALL WORK 11 r m / 0 y SHALL CONFORM TO ASBESTOS MANAGEMENT EXIST -GAS PROBE, GP -14 (TO BE ABANDONED) PLAN PREPARED BY OTHERS. Cam " Q E a 8 a � i w �8 Cf] �--L� =,LICENSE NO.. = B e C -0587 m w F f 3 3 � U 2 O0 J � U. Z Z O m ZQ J cn O J U Z J O z H Z w O O ti WW Z 3 Q o Q z 0 U O K z w z PROJECT INFORMATION PROJECTMANAGER: BI DESIGNED BY: N% DRAWN BY: N% PROJECTNUMBER: BNt ORIGINAL DATE: 1018, SHEET: C1.1 LEGEND as a EXIST MAJOR CONTOUR EXIST. MINOR CONTOUR PROP. LIMITS OF DISTURBANCE SHEET C1.1 GRAPHIC SCALES EXIST. DRIVE ° —SD w. ao —SD EXIST. STORM PIPE -_ Exlsr. GAS PROBE O ( IN FEET) - ► 1 `�� I I I / / 1 inch = 40 ft. _ -- EXIST. TREE LINE ESTIMATED LIMITS OF WASTE SHEET C1.2 EXIST, TREES TO BE REMOVED EXIST. MONITORING WELL EXIST. ASPHALT GREENWAY SHEET C1.4 EXIST. FEMA FLOODWAY \\ \111111/ /22 / I \ // \\ EXIST. GA9 PROBE, GP -26 I I \``1\'\ C / EXIST. GAS PROBE, GP -1T� _ I / `\ \ ��\ (TO REMAIN) I I r...� EXIST. FEMA 10 YR FLOODPLMN -- - - - - -- �— / �� _ (TO BE ABANDONED) `� = / \�` \� 1 �`O /G -- / \ EXIST FEMA SObVR FLOOOPLAIN MATCH ONE CI,t �, 111 � � \c \< \> _ I \ 1 lII 1 I \ \ \ \\ \\ \ I LL I I _ ! _ SHEET C1.3 E IC BENNETT = CC-05 N0. EXIST. SANITARY SEWER PIPE n —•. —W I I U A� A / 1 1 1 VIIIAI / X P RCEL149001 C -0587 2 - MATCHLINECI.2 / ` v v �V II/ / / - i / vv vv 1 / I �I 1 /III D 1738, PG 659 I 1 �o...... SHEETINDEX ' / / ESTIMATED LOCATION OF PAN , / / —��_ A A A / \ I III / // ',9 QN NOT TO SCALE / / 1 V A 1 1 1 1 1 1 II I I III / P I 1 ��iq SOCIATEp�� // // vvv v 1 I I�I 1 IIIIIIII /� I I �gnnuno v /IIIIIIII _ II I 1 �xSUUII +I +ry / \ \ \ J� EXIST. GAS PROBE, GP -T I / I I I '"143- EXIST. GAS PROBE, GP -16� I I I / \\ (TO BE ABANDONED) I I I 4 / EXIST. GAS PROBE, GP -15 (TO BE ABANDONED) \ \ , �ea / I II I : $6 OFES (TO BE ABANDONED) \ \ ^ I I I� \ 1 / I I I I I I I I EXIST. GAS PROBES GP -23, GP -25, GP -26 I }� (TO BE ABANDONED) I I z ` 5E A L 027871 EXIST. TREELINE (TY ) / � EXIST.MONITORING WELL, MW-1 — — — — — — 111111/ / /l 1 (TO BE ABANDONED) I I I GEORGE W. LINTON, J I rnNat +t`. _ B111 11 I I / / qND WIFE TAMMYD I )\ 31� I1 /// / / / / / /// / / // \\ \ \ \ // /� \ \ \ \\ \ ' -- (TO BE ABANDONED) I I I / I 55S �\ I PARCEL 149 001021 1 1 m / // / / //� \ < l I/ i _ —__ -- �_ _ V A\ vvv ! C/ IIIIIIII I DB 839, PG 60 1 I �� EXIST. MONITORING WELL. MW -2 - 1/ / Z/ (TO BE ABANDONED) I I EXIST. GAS PROBE. GP -22 (TO BE ABANDONED) _- '/ I EXIST. GAS PROBE, GP -14 \ \ l j j — / ,/ I / / EXIST. GAS PROBE, GP-0 TAMMY B. LINTO (TO BE ABANDONEG) \ j/ I (TO BE ABANDONED) I 1 \ I \ j111 \ PARCEL 149001031 DB 801, PG 874 /F/ / / / — / / \ \ / / ✓ / I I / / / / I / \ \ \ t EXIST. GAS PROBE, GP -27 /// REM % % III\ n (TO REMAIN) IL -- 8 1j11�11`— _ G AND WI ETAMMYDR �I tt PARCEL149170 \ i DS 1030, PG 703 \ / V EXIST. GAS PROBE, GP -5 �/ (TO BE ABANDONED) TREE AREA TO BE EMOVED 8.56 ACRES � EXIST -GAS PROBE, GP -25 (TO BE ABANDONED) \ \ \ r n GEORGE W. LINTON, JR. Ex(sr. rRE�LY4E(�IP.) V 1 11 \\ 1V AND WIFE TAMMY D. a ESTIMATED LOCATION OF ELEVATED POLY NUGLEAR \ I \ PARCEL 149 00104 \ z AROMATIC HYDROCARBONS (PARS) IN E% /STING COVER SOILS. \ ' DB 655, PG 443 1 J USAGE OF THESE EXISTING COVER SOILS IS LIMITED TO THE SUBGRADE. 1 CO 0 �� I , / l l \ / 11 /� vV A I 1 v ,�,. 11 Z Z EXIST. GAS PROBE, OPd I \ `EXIST. GAS PROBE, GP -29 O \ (TO REMAIN) \L (TO BE ABANDONED) I I \ 1 I— EXIST. MONITORING WELL, MW -3 // // I 11 \ \\ /// 1 \ g U) (TO BE ABANDONED) / / \ \ / +�� i Z \\ ` 1 O z J w � ✓ 1 \ z (_ —__ /l/ Z -i GEORGE W. LINTON, JR. C� O O _ AND WIFE TAMMY D. a \\ V •� A EXIST. 18 -DIP v I v / I % V A — ��'r, // PARCEL 149 060 x � Z 1 (TO BE REMOVED) \ \ / ✓ / ^ _ _ DB 1013, PG 909 LL.I z \ INV_ELEV.- !34.72 \ \ EXIST. GAS PROBE, GP -9 \ U \ \\ \ \\ (TO BE ABANDONED) \ \\ \ EXIST. GAS PROBE, GP \ (TO BE ABANDONED) — �_ _ /j Z \ \ \\ \ \\ \ \ _ —_ — �� //l 11� �/1� \ \1 \ / / /�_.f EX. sSMHn1 0.811 beTpe \ \ MATCH LINE C1.2 / II �Jd \ 1 ✓// / PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS -MATCH LINE C1. 3 �EXS•VCP NOTE: SITE CONTAINS ASBESTOS, ALL WORK DAWN BY: NWS `vL"s EXIST. GAS PROBE. GPa c� PROJECTNUMBER: BN12.609 (TO BE ABANDONED) .SHALL CONFORM TO ASBESTOS ORIGINAL DATE: 1 018 12 0 1 4 \ \ \ \ \ l /. �./ / �i�� 'I I EX. SSMHM2 �.,.,._ __�L, .,� _..a. / i MANAGEMENT PLAN PREPARED BY OTHERS. SHEET C1.2 a E _ g \\ \ \\ \ \\ EXIST . ABA GAS PROBE, GP10 \\ (TO BE NDONEDI 0' / SSM EX . I Ipt Il� �- �� J I V// I iiv ✓s MATCH LINE C1 MATCH LINE C1.3 �� v vv vv vv\ I IIII I V I �N./ \ \ \ \ \ EXIST. GAS PROBE, GP3 �L✓ \ \'y� \ \ \ \\ \ \ \ \ - - -J I I \ (TO BE ABANDONED) / ! - / \\/ EX. 6SMH42 . \ \� \� � \\ �� \ \\ � \ \ \\\ \ III \ \\ / / / / /�/ //� -� \ //I I )/" ;;,� =____ _ \ \� __� ✓i',__,'% __ =' ' \ \ \ \ \\ \ �_i26 \ \ \ \\ \ I - / \ INV. ELEV,= ]?D.5& =_ � �- / �/ EX. B'VCP DO ALD L. &DANITA P. .`JO��'\ C LITAKE M \1 PARCEL 1499 058 _ \ \\\\\�\ �� --- �� /'ir:EV.= zzsss• -�� // " %�-- -i -- -_-- -- \� \� //� I _ i LICENSE N0.'. t - DB 1077, PG 558 �./ = 5 C -0587 c LEX.36"R OF -- %i_ -_- __764__ -\ - _ c \ \ \ T, �,l -� / ESTIMATED LOCATION OF ELEVATED POLYNUCLEAR ( -765 \ \INV. ELEV. ji/4.09j� \ \ \ l _ - - - - -_ ,p„ Q- �\ \ \\ \ -�� \ EX, e "VGP\ \(V ss i /// ICI USAGE OF TH ESE OEXISTING COVER (ISOILS STLIMREUVER SOILS.• \ \\ - -_� -j \\\\� \�� / /i�� I�,9 •••••••'•Q`` Ex6sMri #3 / 11 \ \ \ \ \` \�_ SOCIASE TO THE SUBGRADE. \�\�� 1 II \ `' `� EXIST. 3s ^ftcP \4` \ it -- l// I 1 /' � / / I I I I' 11 I I f l � % /r //!� // ) \• \\ \\� \� \ \ \ \\ _— __-- �� - >si //tt/\ /1�\ \ \ \ \ \ \ \ \� \Q �_ \ \� �� / I _ _ - \ \uulrrlrn. REMAIN)\E%IST.2a'STEEL PIPE f / / \\__. it III I II IIL(\�j / ))�\ \ \ \ \� \C -� // I I11L_ \ \\ j / /f / \\ \ \ \\� \ \ \ \\''_ CAgO� REMAIN) X.44" It/ 11 i \ \ \ / I 1 I I I L` -_ / / \ �Q \ \ \\ INWFLBVV�\0.28• \ / I I I / /// \ \ \ \ \ \c /EE AREA TO B� - - - -- �\ \� \\\\ a \\\ \\\\ \\\\ \ P02 A L \ III \\ \\� \\\\ REM73{YED 1t2 AC — \ \\ \\ \ I w ®x7971 \o \.m m ! \ \ \ \ V \ r w ` - EC SSW #5 \\ \\ \ \\ \ 111 \ \ \ - �i \ EXIST. GA8PROBE.GP -21 - � / / / f \ \ �,,F`� CiMC,_.•'�a, \ \�` \ \ \ \ \ \ \ \` \ -�' -_ / RO BE ABANDONED) A. v rpnrruvlv�'• „'..y - V EOFiGEB-- vA\ V vv\ v vvA v �a( I -- I A \Qvvvvvvv�v \ I v AvvAv�\ v A\ \ -ROa N B_STRICTGEANCA V� AQ v PAR GEL 14.8-136--- PT - v A v \ I A V A v vA A \ \VAVA A A I I _PB77ff - Vwv \v Mo v��w� ?�Av`wvvv R AREATOBE / : d vv I �\��VA \ \VA; �Wv // (\ 1 1 i 'F ^ Ex.� unL1ry EASEMENTv A A A A A V AVAA \ \VAV A� \ \ \\o\ \ \ \\ \ \O 0.73 ACRES \ �/ � 1 \ \ \W W\ I II I I \ 1 \ \ (FL ASHEL NE) 1 \ \ 1 EXIST. TREE LINT (TVP.) \ \ \ \\ \\ II I i1 v vv yvvvvvvv v v 1 1 \ 1 AAV Al I I II 1 1 �0• unL�TY EASEMEaT FLY ASH LINE) v v V V111111 I IIIII I I I a R I A V A V A 11 1 IIII 1 I B s99 PG 5s8 1 A 11 I I \ v Av A!A vvvvv I v M V �I111 III I I I I \ \ \ \ I I 8' CHAIN L /y II IIIII I I III I I I I Z ccE w III 111 IIIIIIIII I I I I W 3_ \ \ \ \\ \ \ \ \ \\ \\ EXISTITREE LINEITYP.) RALPH \ .PH C� C?1♦?OLA- HUGHE� v v -- vv v v A v� vv A v- v v v v vvv v l I � I y l / V v I 1 II II �VAV u \ \ \\ \\ \\'`\ \\ \ \ \�\ \\ 1 I I I 1 /�- //i / l / m \ \ I I IIIII II 1 \ \ \\ F - PARCEL 148 151 \ \ \ \\ \\ \ \ \ \ \ \\ I /1 I `* EX. CONCR TE III III \ \ Vi m DB'F 6 PG50 A A A A \ �v vAv v A V A v I I V I l I I IIII II v 1A�VAV J v v v A \ \�v vA v v \ov v A VAA A I / I \ U. CONi RETE I A I IIII IIII l 1 )A A -v v v vo A l A I/ / �� I 1 1 A I 1 WALL v A v vv v v� \VA V ��AOvl ��Il V� v v / /i % A \ V A 1 ( I I I I I IIIIIIIIIII II IIII LL. I I \�V A vv v v \ V AAAVA�llll IlpAAAV A A I % /i�L /�/ v\ V A I IIII v v v v vv v �� \ \I \ \\ \ \ � \ \ E, IFA \ \ \\ IIII 1 \ \ \ \ I \ ��i \q \ \ y 1 vv vv � v `v �vvvvw v v�, 0114111/ 1v� 1v vvv v I I 1 I' i I "�v v v` �� I I I I I IIII�11��1 VA 114 1vvv vv I A/ V A \ V A / ./v A I I I 114111 IIl�llll� /I i v V A\ �QQV 111 A 1 1 w v y v S (TO R 1 A \ I I III IIIII II I II L/ A \ \ \\ \ \ \ \ \\ \ III \\\ 1 \ \\ \ \ (TO REMAIN O V V v AVA VA v 111jIVIIIAAV v V v� v V v V� \ v ✓� / A / / I IIII Ihl IIIII ll�__ I EXIST. GA6 PROBE, G N) EX SHEDS J I I L (TO REMAIN) I \ I RANDYT.HUGHES �I \ 1 \ \ \\ \ I I a PARCEL 148 139 \ \ \ \ \ \\ \ 11111\ \ ExIGRAVEL / // `\ / // / I I ""�\ 1 DB 1065, PG 567 \V \�\ X.18 "RCP INV. ELEV =]69 sb• \ V A V A l I�IvA \ V _ �vwvOAV�VAA \VAA�V� AA \ vs\ AA\ v EL X�\ 1187 s ]� \ \ — - z \ EX. HOLE IN ROAD ODEXISTING FEMA 10YEA1 FLO PLAIN (ZONE AE) \ v vv �>> >z vvvdAv o vv V A A��s v v \� \ \ \ \�\ \X \ \ \\ \ \ E %IST. GRAVEL DRIVE \ \ \ ELEV. =YN275 �� \ \ \ \ \ XX o W v vv v v�v vv v vv v v v 1a vv��Vwvv v °vwll� 1�> / y SHEET C1.1 Cl) W 0 WILLIAM .TILL vv AA vA A �A v A V A� ��v v wf\I \ / "' �� / / / \ \ _\ ��' PARCEL 1 050 V vV A �- A V A A PPRbxIM�Te o� Acv\ vvA/ '� V A \- DB769 P 1 v A�V�A\ U bI UuIXq LINE 1 V vA � � v VAVA �N/ �ii ill �' 1 I„ / � / I� � 1 \ y� ✓ z \ X. DOUBLE / M \\ \ \ �gi CATCH BASINS O -TREE LEGEND LEGEND /WESjP 5u RW EXIST, MMOR ON MINOR CONTOUR CONTOUR ---- - - - - -- O X. MH. W ON' S3RtICTI _ \ TOP RIM EXIST. 03' U z w :N NV. H=739.658' PROP. LIMITS OF DISTURBANCE � / \ SHEET C1.2 TOPMRIM= ]32.1]' \�� I ice/ \HEADWALL EXIST. DRIVE`\ Q z X. DOUBLE INV. OUT= 723 / - I INV. OUT= ]23.4T co CATCH BASIN EXIST. STORM PIPE —$D —BD (n O O y EX. EDGE OF ��- CONTROL POINT I C 7 PAVEMENT / I 60D NAIL EXIST. GAS PROBE O�� / o� X G L \ N 643831.8LNCGRID SHEET C1.4 =� -- W W Z o I / E: 1515651.53' NC GRID EXIST, TREE LINE V�MMN I 0 X \I ELEV: CONTROL POINT �t a FROM CONTROL 729.29 1T02SOUTH \� _ N OR 7203" WEST, ]29.29' GRID ESTIMATED LIMITS OF WASTE I \\R ]2940'GROUND `" p E %IST, TREES TO BE REMOVED 0 SHEET C1.3 i \ \ l / \ \ EXISTING FEMA / \ \ 100 -YEAR FLOODPLAIN(ZONE AE) EXIST. MONITORING WELL ® V \ \\ \\ EXIST, ASPHALT GREENWAY SHEET INDEX Z - - - - - -- - NOT TO SCALE PROJECT INFORMATION EXIST FEMA FLOODWAY PROJECT MANAGER: BAM 1 \ T7 Tt i 1 C� / NOTE: SITE CONTAINS ASBESTOS ALL WORK EXIST. FEMA100- YRFLDGDPLAIN - GRAPHIC scaLli , DRAWNB BY: NWS I / \ % EXIST. FEMA 500 -YR FLOODPLAIN DRAWN BY: NWS SHALL CONFORM TO ASBESTOS MANAGEMENT EXIST SANITARY SEWER PIPE PR OR OJECT NUMBER: BN72.809 OJECTDATB: 101812014 PLAN PREPARED BY OTHERS. IN FEET) SHEET ESTIMATED LOCATION OF PAH'S \ ^ ^ I(11p1Y WIIiIi bQIQW, can,oUdlg. � EXISTING FEMA \ 1 EAR FL PLAN (ZONE AEI / II IIII I \ Y \ I \\ y l�l I / MATCH LINE C1.1 j�llll�ll I/' �, ]- MATCHLIN6C11 ^v / A / MATCHLINECIA M \\ I \ 500YEAR EXISTING FLOODPLAIN /] / ATC C1.2 // i/ � -- - --- -- - - - EDWIN JSTYA�K JR. /T - - - ---- - - - - -- PARCEL Ex. ssM POP 6Y, . 891 / l 100 -YEAR FLO \ INV.ELEV. =i1z5r Endo -FB�aA FIE- 18" RCP QD PLAI ($ONE _ 4ww��/-�/� / // / INV. ELEV_= ]1135 - -- // ASPHALT \ \ % �� / / / / / / f /((/ T \\1111111/// vim— / / //i J � loe r> D / /� //I // I _ e LICENSE N0. LL' \ � EXISTING FEMA f/) ] I I I `Y \ems, - - - - -- FLOODWAY m — _ _ —� `V v ss>v"�� A /� / / ,' a EX RIP RAP // // E %IST. GP GAS PROBE, -12 ` / ✓ / /q S S f / (TO BE ABANDONED) / // I / / C \ / / / I I I l l % Z 1n \ m I v uuuu � �I I l I � vv / i ice— � v �-C /// / - � I I / / / / �/ / / / � / // / / / / / / � V A V� / v ✓� / AHIBARD /r�. Lu EXSSMH#13 ��; Ex 1rRCP O /i / /// / I / / / // // // / A \ / \ roc pEC5 Is / IXIST.TREE LINE(TYP.) // // THE (AR A OBE / / / / / / / / I \ \�� a 2 p_ 10 CMP PIPE \ / s \ / / _ // / \ EX. CONCRETE W / / / / / ( I I \ �{.L \/ 1 A L INV. ELEV.- ]0143' \� / \ -- // T / / \ \ \ / / / I I 7 IX16 "DIP - - - -/_ EX`GOC�GREI'E \/ f I I I \ \ 027�7� ! ✓ E%IST. PEDESTRIAN SFSDGE 10'CMP PIPE — \ SEX INV. ELEV. 0 , — (fO REMAIN EXIST BOLLARDS ✓ / ' ' , -1 \\ \ / ( \ \ \ ' \ ` I I \ \ \ / /// A• Mt Ls4 l� (TO REMAIN) EA XIS\ TREE I Lw INI� (Y_) M\ ST. GAS PROBE, OBE. GI P -13 CMPPIPE 10'CMP PIPE INV. ELEV.= ]0138' ED) 70185 (TO BE ABANDON IX.ssH�e � \ \ \ 1-1,1--FLO7ING FEMA 1. SSMHN9 �16 "RCP ssI AIM ��` - -- —I-- I ` / — EX. B " YEP i \ \ EXISTING FEMA \ \ r \ \ \ \ \ 100.VEAR ROOOPLAIN )ZONE AE) �,— EX. SSMHIR?� °� / \\ TREE AREA TO V n EXIST GAS PROBE GP \ \ D \ / /� \ \� � (TO BE ABANDONED) \ / REMOVED 0.72 ACRES EX.8 "VCP � � _ � ��•v v. / EXISTING FEMA `\ _ \\ \ \ _ SOD -YEAR FLOODPLAIN / \ I I \ \ i\ \\ / / \ \ \ \ EXIST. GAS PROBE, GP -10 m� \\ (TO BE ABANDON ED) / NARNARAYAN - - - / �� / ��vv v,�v �V "tL \ \�� vvvv v PARCEL 148 042 -- ; - - - - -- MATCH LINE C1.2 DB 1064, PG 157 $ MATCH LINE CL3 - \v x v v�� v \rte Vv \ v. A vvv vvv a /�� / / ---v A �A DEBORAH J. HASLACH PARCEL 148044 ACORY OTT DB 1147, PG 599 ARCEL 148 04 5 A\\ \\ \ VV \AA� A - uJ J . DB 743, PG 360 z —S5 / v v A� AAAV vvv }41 A LL CORYJ.OTT vvvv A \V �AA�VAv vvvvv� v U) PARCEL 148046 Leceeo DB 743, PG 360 / _ _ ♦vvv A vvv ��v A v v / - 0 Q E%IST. MAJOR CONTOUR / _� \� �\ / 1— Z J v v v A a /� \ V SS" R2F ---- - - - - -- INV.E EXIST. MINOR CONTOUR V/ CORY J. OTT EDWIN J. STACK, JR. SHEET C1.1 PROP. LIMITS OFDISTURBANCE PARCEL 148227 PARCEL 148 048 \ \ \ \ O J DB 743, PG 360 DB 574, PG 891 U z EXIST. DRIVE n \\\\\\\\ \\\/ O O LU 2 \ \\ a EXIST STORM PIPE —SD —SD � � v A vvv vv 2 2 b O\ v A —,ss� I— ^J� 0 EXIST, GAS PROBE w O / / o \ \ \ \ G L 3 EXIST. TREE LINE \./\/`/�M/�/ \ \ \ ��\ A 41 — \ \ \ w LLI y ol SHEET C1.2 — — — — / o� -- – a Q p ESTIMATED LIMITS OF WASTE \ \\ \ PX: SSMHN 5 O EXIST. TREES TO BE REMOVED \ EXIST. MONITORING WELL ® � � \� �RD�ZSNTC6= �Tfi7SR9�Wf2� Z \PYTRGEL- 48 -13e— — SHEET C1.4 Pe -77(r \ \\ EXIST. ASPHALT GREENWAY \ \� Z EXIST FEMA FLOODWAY ` / � .\` - -- �\ \ PROJECT INFORMATION EXIST, FEMA 100-YR FLOODPLAIN — — — — — — — — — — \ \` \\ \ PROTECT MANAGER; SAM EXIST FEMA 500.YR FLOOOPLAIN GRAPHIC SCALE DESIGNED BY; NWS SHEET C1.3 NOTE: SITE CONTAINS ASBESTOS, ALL WORK • DRAWN BY NWS SHEET INDEX IXIS.SANITARY SEWER PIPE u „ SHALL CONFORM TO ASBESTOS MANAGEMENT ORI7INALDATE 1"11.554 ORIGINAL DATE', 101/12014 NOT TO SCALE ESTIMATED LOCATION OF PAH'S PLAN PREPARED BY OTHERS. ` IGnowwnxr5 below. IN FEET) SHEET. I inch = 40 ft C 1 (} , w CaIlherae YUndig. \ / DB 652, P5 EXIS;PKG 100 -YEAR FLOODPLAM (ZONE AE) �ii EXISTING FEMA ___ - -- 500 -YEAR FL000PLAIN - -- � = ' P 8 2.- a Y "�-- -_ -` -_ -ter, / EXISTING FEMA) / -- /WYEAR FLOODPLAIN I I I I Q E y on ao z� LEGEND J EXIST �J . MAJOR CONTOUR W 3 EXIST. MINOR CONTOUR 1 / EXIST. DRIVE — _ - - PROP. ASPHALT I� PROP. RIP RAP � 1 / EXIST. GAS PROBE TO REMAIN O TTAGE Cog, Lot / ' PROP. GAS VENT • / ESTATE j_ / oo / \ PROP. GAS PROBE �v ROWAN COUNTY HOUSING ' EXIST. SANITARY SEWER PIPE ss s- ss PARCEL )15 0217 I ESTIMATED LIMITS OF WASTE � � � � ``N� -EN C%ER�''I�i TEMP. S' CHAIN LINK FENCING TEMP. ACCESS ROAD I / \ = f LICENSE NO.: 1 �\�s `�i1' r''X•„ / TEMP. S CHAIN LINK FENCE GATE / y C_0587 £ _ PROPOSED 20' GAS PROBE ' PROP. LIMBS OF DISTURBANCE ��i; fgL,yh.•M...,f P,``� _�_ _ =__/ , �✓�� s =y EXIST. ASPHALT GREENWAY `i'=_ __ ✓; it \ IXIST. FEMA FLOODWAV 11I 11NI✓T __- _ µ e aep�''.,, `PROPOSED GAS _ s \ LI / EXIST. FEMA 100-YR FLOODPLAIN ✓ENT - 250'RADIUS(TYP.) 'iI i-li =��— ;''s' si i r`i 'L ==�-`_ iL —_ ' % EXIST. FEMA 500 -YR fLOODPLAIN— fff I�E AL i - GP -2] T My B. LINi0031 Da 90t, PG.D874 _ A" D GN `R FE TAMMY J1. _ �EID 1PG 170 03 ' IR PG. /'I EXISTING GAS PROBE GP -29 1 GE4IMCE W. LINTON. Jf� AND W1FE TAMMY D F t '1 fOF " G55. . P PG. DO 3 , 11F - - -A GEORGE AND WE TAPMY D. ,'1 PIECEL ill N 01, R0R �1 I G CLASS IIRIPRAP- __� -'� - - •• ' = 2'A'RADIUS TYP. /' ___ � - - ____ _. \sPROPOSro GAS VENT^" - - V ROSE `, EXISTING GAS P \�GP-1 `C / rP�ee' c `''\ ``� a". ,.ova::;,, - ) I I ✓ '; /� ,b, _,a �; � \ '�ti,�n7 ,'N,'_ -� �11'�I`" 'I �/ TEMP. S'\CXAIN LINK FENCE'." `_ �i 1��,`+Z \ ` \�Y• 1``\` `\ ` �' �` _ s\ \ i - ` /� \ I� - - — S $ T I GRAPHIC SCALE I / WILLIAM R>IILL - _- a `\`� \is - ' ' j / TN FEET ) I I 1 inch = 100 ft. NOTE: SITE CONTAINS ASBESTOS, ALL WORK + SHALL CONFORM TO ASBESTOS MANAGEMENT PLAN PREPARED BY OTHERS. X. °c Iadeom'youdio, U V j n n a Z Q CL Lu U) J Q \W O J J_ LL 0 Z J V) J J Z Z Z U z I LU w w Q Z Q W Q O Z 0 0 US 0 z PROJECT INFORMATION PROJECTMANAGER; BAM DESIGNED BY NWS DRAWN BY: NWS PiOJECTNUMBER: BN12.609 ORIGINAL DATE: 101812014 C2.0 — I - ------------------ W1 2 �A53�AS wES TA N I . . — — w 0 9R t 0 3 =5 3 O J 912— U US 91 'PG 542LE L- - - - - - -- GINIF .1 ERTRCELG053L 0762 - - - -- I — IIr � � n' Il�id ' r r- - - - iI i ill,l'l,,lwi y y G G. MPA OFR62 5 '0?) / EXISTING FEMA) / -- /WYEAR FLOODPLAIN I I I I Q E y on ao z� LEGEND J EXIST �J . MAJOR CONTOUR W 3 EXIST. MINOR CONTOUR 1 / EXIST. DRIVE — _ - - PROP. ASPHALT I� PROP. RIP RAP � 1 / EXIST. GAS PROBE TO REMAIN O TTAGE Cog, Lot / ' PROP. GAS VENT • / ESTATE j_ / oo / \ PROP. GAS PROBE �v ROWAN COUNTY HOUSING ' EXIST. SANITARY SEWER PIPE ss s- ss PARCEL )15 0217 I ESTIMATED LIMITS OF WASTE � � � � ``N� -EN C%ER�''I�i TEMP. S' CHAIN LINK FENCING TEMP. ACCESS ROAD I / \ = f LICENSE NO.: 1 �\�s `�i1' r''X•„ / TEMP. S CHAIN LINK FENCE GATE / y C_0587 £ _ PROPOSED 20' GAS PROBE ' PROP. LIMBS OF DISTURBANCE ��i; fgL,yh.•M...,f P,``� _�_ _ =__/ , �✓�� s =y EXIST. ASPHALT GREENWAY `i'=_ __ ✓; it \ IXIST. FEMA FLOODWAV 11I 11NI✓T __- _ µ e aep�''.,, `PROPOSED GAS _ s \ LI / EXIST. FEMA 100-YR FLOODPLAIN ✓ENT - 250'RADIUS(TYP.) 'iI i-li =��— ;''s' si i r`i 'L ==�-`_ iL —_ ' % EXIST. FEMA 500 -YR fLOODPLAIN— fff I�E AL i - GP -2] T My B. LINi0031 Da 90t, PG.D874 _ A" D GN `R FE TAMMY J1. _ �EID 1PG 170 03 ' IR PG. /'I EXISTING GAS PROBE GP -29 1 GE4IMCE W. LINTON. Jf� AND W1FE TAMMY D F t '1 fOF " G55. . P PG. DO 3 , 11F - - -A GEORGE AND WE TAPMY D. ,'1 PIECEL ill N 01, R0R �1 I G CLASS IIRIPRAP- __� -'� - - •• ' = 2'A'RADIUS TYP. /' ___ � - - ____ _. \sPROPOSro GAS VENT^" - - V ROSE `, EXISTING GAS P \�GP-1 `C / rP�ee' c `''\ ``� a". ,.ova::;,, - ) I I ✓ '; /� ,b, _,a �; � \ '�ti,�n7 ,'N,'_ -� �11'�I`" 'I �/ TEMP. S'\CXAIN LINK FENCE'." `_ �i 1��,`+Z \ ` \�Y• 1``\` `\ ` �' �` _ s\ \ i - ` /� \ I� - - — S $ T I GRAPHIC SCALE I / WILLIAM R>IILL - _- a `\`� \is - ' ' j / TN FEET ) I I 1 inch = 100 ft. NOTE: SITE CONTAINS ASBESTOS, ALL WORK + SHALL CONFORM TO ASBESTOS MANAGEMENT PLAN PREPARED BY OTHERS. X. °c Iadeom'youdio, U V j n n a Z Q CL Lu U) J Q \W O J J_ LL 0 Z J V) J J Z Z Z U z I LU w w Q Z Q W Q O Z 0 0 US 0 z PROJECT INFORMATION PROJECTMANAGER; BAM DESIGNED BY NWS DRAWN BY: NWS PiOJECTNUMBER: BN12.609 ORIGINAL DATE: 101812014 C2.0 Q E y on ao z� LEGEND J EXIST �J . MAJOR CONTOUR W 3 EXIST. MINOR CONTOUR 1 / EXIST. DRIVE — _ - - PROP. ASPHALT I� PROP. RIP RAP � 1 / EXIST. GAS PROBE TO REMAIN O TTAGE Cog, Lot / ' PROP. GAS VENT • / ESTATE j_ / oo / \ PROP. GAS PROBE �v ROWAN COUNTY HOUSING ' EXIST. SANITARY SEWER PIPE ss s- ss PARCEL )15 0217 I ESTIMATED LIMITS OF WASTE � � � � ``N� -EN C%ER�''I�i TEMP. S' CHAIN LINK FENCING TEMP. ACCESS ROAD I / \ = f LICENSE NO.: 1 �\�s `�i1' r''X•„ / TEMP. S CHAIN LINK FENCE GATE / y C_0587 £ _ PROPOSED 20' GAS PROBE ' PROP. LIMBS OF DISTURBANCE ��i; fgL,yh.•M...,f P,``� _�_ _ =__/ , �✓�� s =y EXIST. ASPHALT GREENWAY `i'=_ __ ✓; it \ IXIST. FEMA FLOODWAV 11I 11NI✓T __- _ µ e aep�''.,, `PROPOSED GAS _ s \ LI / EXIST. FEMA 100-YR FLOODPLAIN ✓ENT - 250'RADIUS(TYP.) 'iI i-li =��— ;''s' si i r`i 'L ==�-`_ iL —_ ' % EXIST. FEMA 500 -YR fLOODPLAIN— fff I�E AL i - GP -2] T My B. LINi0031 Da 90t, PG.D874 _ A" D GN `R FE TAMMY J1. _ �EID 1PG 170 03 ' IR PG. /'I EXISTING GAS PROBE GP -29 1 GE4IMCE W. LINTON. Jf� AND W1FE TAMMY D F t '1 fOF " G55. . P PG. DO 3 , 11F - - -A GEORGE AND WE TAPMY D. ,'1 PIECEL ill N 01, R0R �1 I G CLASS IIRIPRAP- __� -'� - - •• ' = 2'A'RADIUS TYP. /' ___ � - - ____ _. \sPROPOSro GAS VENT^" - - V ROSE `, EXISTING GAS P \�GP-1 `C / rP�ee' c `''\ ``� a". ,.ova::;,, - ) I I ✓ '; /� ,b, _,a �; � \ '�ti,�n7 ,'N,'_ -� �11'�I`" 'I �/ TEMP. S'\CXAIN LINK FENCE'." `_ �i 1��,`+Z \ ` \�Y• 1``\` `\ ` �' �` _ s\ \ i - ` /� \ I� - - — S $ T I GRAPHIC SCALE I / WILLIAM R>IILL - _- a `\`� \is - ' ' j / TN FEET ) I I 1 inch = 100 ft. NOTE: SITE CONTAINS ASBESTOS, ALL WORK + SHALL CONFORM TO ASBESTOS MANAGEMENT PLAN PREPARED BY OTHERS. X. °c Iadeom'youdio, U V j n n a Z Q CL Lu U) J Q \W O J J_ LL 0 Z J V) J J Z Z Z U z I LU w w Q Z Q W Q O Z 0 0 US 0 z PROJECT INFORMATION PROJECTMANAGER; BAM DESIGNED BY NWS DRAWN BY: NWS PiOJECTNUMBER: BN12.609 ORIGINAL DATE: 101812014 C2.0 I r _ _ _ _ 1 T1 _ _ _ _ _ _ _ _ - _ k_T_ 1I II I III __ I L___J -- __ - �, 7TH- - -� - i I _ — — — —7 I I I I I I I / I a E ao z'° d g� mW _ � z� o g� — — — _ _ _ — — _ _ _ _ — I — — I� - CONSTRUCTION DOCUMENTS IS SUBJECT TO A FINE. W M z EG. RRANT WHEN FIELD CONDITIONS GRADING, ,WGRADE PERMISSION MUST WHEN CONDITIONS WRITTEN PERMISSION MUST BE k_T_ 1I II I III __ I L___J -- __ - �, 7TH- - -� - i I _ — — — —7 I I I I I I I / I LEGEND EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR — — — — — — — — — — PROP. MAJOR CONTOUR PROP. MINOR CONTOUR PROP. LIMITS OF DISTURBANCE I• ! ° ESTIMATED LIMITS OF WASTE EXIST. ASPHALT GREENWAY EXIST. GAS PROBE O EXIST. SANITARY SEWER PIPE EXIST. FEMA FLOODWAY EXIST. FEMA 1D0-YR FLOODPLAIN EXIST. FEMA 506YR FLOODPLAIN ' 1, 1, 1 1 GRAPHIC SCALE NOTE: SITE CONTAINS ASBESTOS, ALL WORK ° SHALL CONFORM TO ASBESTOS MANAGEMENT IN FEET, PLAN PREPARED BY OTHERS. 1 inch = 100 ft, r wem what's below. Call before you dig. Z —1 0 LL < 0 V W Q J � Q J CD _j J_ vJ Z O Z O U V 21 N O Q Y 2 Z N 0 2 N 0 K US Z PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS DRAWN BY: NWS PROJECTNUMBER: BN12.609 ORIGINAL DATE: 101&12014 C3.0 a E ao z'° d g� mW _ � z� o g� GRADING NOTES: ° m a 1. ANY GRADING PERFORMED BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS SUBJECT TO A FINE. W M z EG. RRANT WHEN FIELD CONDITIONS GRADING, ,WGRADE PERMISSION MUST WHEN CONDITIONS WRITTEN PERMISSION MUST BE CENT PTOFFSITEGRADING, OBTAINED FROM THE ADJACENT PROPERTY OWNER(S). S. COW SA S R APPROPRIATE ENSURING THAT U AND E ENSURING THATUTILITIESARELOCATEDPRIOR TO THE COMMENCEMENT UTILITIES UTILITIES EL LOCATED O THE UCTI CONSTRUCTION ACCORDING TO NC STATE LOW. CONTRACTOR SHALL VERIFY LOCATION AND AN DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, MI NOTICE TISTHE APPROPRIATE 4. CONTRACTOR SHALL MINIMUMTERR INTERRUPTION UTILITY SERVICE PROVIDER PRIOR ANY INTERRUPTION OF AN EXISTING UTILITY, C�7 5. WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CONSTRUCTION DRAWINGS . 1 (ROCK. PIPING, ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY REPORT THE -� EE MUST BE APPROVEDE CRITING ENGINEER'S REPRESENTATIVE BEFORE WRITING BY THE ENGINEER'S REPRESENTATIVE BEFORE CONSTRUCTION CAN PROCEED. Y THE S.CONTRACTORSHALLBE FULLY RESPONSIBLE FOR REPAIR AND /OR REPLACEMENT OF ANY UTILITIES DAMAGED DURING CONSTRUCTION. T. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THE P S. ALL TIMBER, BRUSH BE EITHER RREMOVEDEFROM N••.L.•CA��(�9 PROPRLY, ANDSHLLL CONTRACTOR, WITH PRIORPROJECT SITE RYDITHE //' l• THE ENGINEER'S REPRESENTATIVE. F'�•• •j S. CUT AND FILL SLOPES OF ANY AREA SHALL NOT BE STEEPER THAN THE RATIO OF 2 (11):1 (V), UNLESS NOTED OTHERWISE. t LICENSE NO.. 9. THE BASIS FOR THE WASTE BOUNDARIES (INCLUDING THE ABSENCE OF WASTE BENEATH �(^fqN •f P. ``� "'""'••••.... THESTREAMBEDS. GREENWAY. AND VCP SANITARY SEWER LINE) IF THE REMEDIAL ON REPORTS LISTED IN "SECTION 9- REFERENCES" OF THE DRAFT REMEDIAL j •' Q ` ACTION Pw LEGEND EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR — — — — — — — — — — PROP. MAJOR CONTOUR PROP. MINOR CONTOUR PROP. LIMITS OF DISTURBANCE I• ! ° ESTIMATED LIMITS OF WASTE EXIST. ASPHALT GREENWAY EXIST. GAS PROBE O EXIST. SANITARY SEWER PIPE EXIST. FEMA FLOODWAY EXIST. FEMA 1D0-YR FLOODPLAIN EXIST. FEMA 506YR FLOODPLAIN ' 1, 1, 1 1 GRAPHIC SCALE NOTE: SITE CONTAINS ASBESTOS, ALL WORK ° SHALL CONFORM TO ASBESTOS MANAGEMENT IN FEET, PLAN PREPARED BY OTHERS. 1 inch = 100 ft, r wem what's below. Call before you dig. Z —1 0 LL < 0 V W Q J � Q J CD _j J_ vJ Z O Z O U V 21 N O Q Y 2 Z N 0 2 N 0 K US Z PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS DRAWN BY: NWS PROJECTNUMBER: BN12.609 ORIGINAL DATE: 101&12014 C3.0 1 / 1 I l /i SHEET C3.1 I / I / I / I I I I I I _I1 E %ISTING FEMA SHEET C3.2 10PYEAR FLOODPLAIN (ZONE / I I I � I SHEET C3.4 I EXISTING FEMA I / 100 -NEAR FLOODPLAIN (ZONE AE) / I / I I SHEET INDEX C3.3 NOT TO SCALE LEGEND WEST A TABERNACLE / I / / — PARCEL 153 116 I / / EX PARCEL — — _DB 951, PG. 725 I / I / EXIST. MINOR CONTOUR ---- - - - - -- EXISTING FEMA I I EXISTING FEMA / PROP. MAJOR CONTOUR WEST A TABERNACLE w -TEAR FLOODPUIN FLOOOWAY \ PARCEL 15305602 \� \` PROP. MINOR CONTOUR DB 1032, PG 791 = ) / Y $. \ / \ PROP. LIMITS OF DISTURBANCE SSMH# 10 // / / ESTIMATED LIMITS OF WASTE EX ST. ASPHALT GREENWAV EX ST. GAS PROBE / EXISTING FEMA EXIST. SANITARY SEWER PIPE i \ WEST A TABERNACLE FLOOOwAY PARCEL 153074 EXIST. FEMA FLOOOwAY DB 949, PG 542 // f�� /�/ i /� /�O��i�� \ \\ —1 / °' y-� _ EXIST. FEMA 100 -YR FLOODPLAIN __________ %/ gp l EXIST. FEMA 600-YR FLOODPLAIN / / /iii�y� � / a I /ll ' � ii � - —�= _ =_ = —_ _ � , — ao•R lupo� STREE I �� I /� y �� / \— RrAxM gPPfNG // GERTIE G. McDANIEL �l \, �- _— -_ VICKIE M. WALDROP �0 / / // JI I% /� TEMP.ACCESS ROAD _ PARCEL 153 076 — ESTATE 06E - 112 /// // �i/ / / l I I - -1 l 1 1 - 1 �4 -- 111 I 111111�IIIr �� II l MATERIAL STOCK " �1 _ = _MATCH LINE C3.1 /1111111�1�11�1� i/ MATCH LINE C3.2 w AERTIE G. MCDANIEL lull /III �I /III II I �1u� / / /� / 1 v� / / 1 PARCEL 153 057 / �l�lll(�lll I I a 1 IIII II I MII / / // / // / / / / / DS 622, PG 471 G I lllj 111 V I /� /J� /J �/ I / 11 l /�/ /i l V / / / 1 I / — / I I \ E %. 99MHp 11 f / /// / / / / / / // l ry �� \ / / `n°r / /n �� P / //� / DB 1102, PG 436 a /� / /�/ /�/ // s v 1 / � / / /�" \ $ A / EXISTING FEMA i — II�� / / / / // / / \ NEAR FLOODPLAIN(ZONE AE) 11 1111 I \ a I \ 1 11 / / / // / GRAPHIC SCALE MATCH LINE C3 1 /I �1 / MATCH LINE C3.4 _ —� ��l(/ j /Z� � n^o-'� ro ry ry1n °MMmm m / a /n ,�n n n /In n n 'F n m m a c EX _ SSMAoT2T` (IN FEET ) 1 ch = 40 ft. NOTE: SITE CONTAINS ASBESTOS, ALL WORK SHALL CONFORM TO ASBESTOS MANAGEMENT PLAN PREPARED BY OTHERS. "" Callbelm yw Call 6ofane you dlg Q E a 8 -o Uy a N f w �LL Q� Cf] �--L� !LICENSE NO..!= B e C -0587 m w ` s U O0 � a 0 J U. Z z a U cn Z J F � J w � � a z Lu o O ti < z z o CD z m y V vJ 0 U z PROJECT INFORMATION PROJECTMANAGER: & DESIGNED BY: N% DRAWN BY: N% PROJECTNUMBER: BN1: ORIGINAL DATE: 10111 SHEET: C3.1 LEGEND EXIST. MAJOR CONTOUR EXIST- MINOR CONTOUR PROP, MAJOR CONTOUR PROP. MINOR CONTOUR PROP. LIMITS OF DISTURBANCE ESTIMATED LIMITS OF WASTE EXIST. ASPHALT GREENWAY EXIST. GAS PROBE EXIST- SANITARY SEWER PIPE EXIST. FEW FLOODWAY EXIST. FEW 100YR FLOODPLAIN GRAPHIC SCALE IN FEET ) 1 inch = 40 ft. Know whal's below. ►� Gall befomyou ft E %. T. VCp a E a 8 a a "',—TEMP.ACCESSROAD I I W M ^ ? EXIST. AS \ I j ♦�'� OREMAN�ROBE, GP -24 II ( ` N MCo`�''i I E ffJ"ii- IC BENNETT j I = LICENSE NO...� 111111 7 /° P RCEL 149001 I I I I - C -0587 e _ I I III I IIII , D 1138, PG 659 I I I I III II � i �I I � � :�J,o'+•.,,, ��' P`�` II II I IIIIIIIII/ LI I I ,,'��fi�iiui ��O`: 11'11 II� I II 1 I I III IIII I y - 11 I I ```�yHItCRJgO�i!iy �II�I�II 1 4 I I 20q E5 I I III) II I I y ..d -.. f5Es71 fi I II ICI IIIf I ,� I I 111II111 f iiisUa` c5 I I I I I I I 7 GEORGE W. LINTON, J I I I 4 I I III IIII AND WIFE TAMMY D I 1 I I I IIII I I PARCEL 149 001021 1 1 jI jllll� I DB 839, PG 60 11 I I I I I II�III II I I I 11 j I I 1 I 1 I TAMMY B. UNTO \I II III\ PARCEL 01,IPG 801031 � \ EXIST. GAS PROBE, GP47 \ lllliI�\ (TO REMAIN) �� Illllllll �. 1111111 - - f 11�IIIIII``_- GEORGE W. LINTON, VR. \'IIUII \_ AND WIFE TAMMY DI. c \ II \\\ PARCEL 149 170 B DB 1030, PG 703 1 w E 1 GEORGE W. LINTON, JR. ,_ AND WIFE TAMMY D. Jo PARCEL 149 00104 I\ DB 655, PG 443 1 LL O J r —1 AS PROBE, GP -28 (TO REMAIN) (TR Q J cn 1 i, a _ n w Z GEORGE W. LINTON, JR. _ AND WIFE TAMMY D. °_� 0 I- Z < PARCEL 149 060 Q Z / DB 1013, PG 909 -- z - a o cn US EX. SSMH #1 / PROJECT INFORMATION PROJECTMMAGER: SAM \ DESIGNED BY: NWS \ \; \\ NOTE: SITE CONTAINS ASBESTOS, ALL WORK DRAWN BY: NWS %SHALL CONFORM TO ASBESTOS MANAGEMENT PROJECTNUMBER: ORIGINAL DATE: BN12.609 1OW014 PLAN PREPARED BY OTHERS. SHEET: C3.2 \ , \ C, \ \ \ vvvvv \� m\ f0— T / \ \ \ \� 744 — — ��` - -'/ % / - %/ EX. SSMH #1 i v ,� — / / Jii �� ✓' /MATCH LINE C3.2 739 MATCH LINE C3.3 \ , / I EX 39MH #2 0 EX. a "VCP >z \ \ \`` \\\ ✓ I / __ _� / / / — — —�� %iii v° ' —ij / // DO ALD L. &DANITA P. LITAKER PARCEL149058 I DB 1077, PG 558 ss �c \ \� \�� - \I ` = Gir /��/1 \ \ `\ �i r� _ / �� / / I IIII IIII IIL `\�_ / , /)\\ \ \ \ \ \\\� —_\ \\\ 'a Q�A`v /' Tea— AAO� \VA At— v` l %i �, —� -- _�� I I ,�� EOFiGE� `m�,NXC& &rfilCT(EANQ \\� �0 \PARCEL 148- 138 v Pe-770— _= v p ol4 t2 vO A v V 1 a I I / a �g l I A \ V A A V v vv v\ \VAVAv vv �A III v — vvpA v vow Ex.'$$pp unL�TY EE, v A A \ \ VAAV AVA 11 11pI� \ \� \ \\ \ \ \ \ / \ \ \ \ \ (FLNASHE LINE) \ \ \ \ \ \ \ \ \ \\ \ \\ AEI I \I I I I \ V v - -- v v \v yv v A v \VO A \ MB. A9ss ao.As9BZ 1 1 ` V 1 A A V A V A VA A \V 1 I �II I I I I yy i1 V / v v v �` A v�Avyv '� v A A \ 1 \ \1 A V A V AAA \Ijl I I111111II III W I V A A V� V\ v AvcA �vpvvv v \ I v/ A V I A I A � � �� 1111 I II I I I � �.ecHAwL 1 11 I I � I Z v �i. v� E cE � IIII 1� III III I I �v v RALPH C�& v v CA OL A- HUGHES v v v— \v v A v\ vy _l v VA 8� v�v y Y / / / V A IIIIAA \ V F v vv v vVAv v\v v'CV v p I / ' I �� / \.,� / m V A I I IIII�I l VA\ rn m PARCEL 148151 v A. AVA A pvvv v v'V \V I I 1 / EX. CONCRETE �II V v \ v A A V q&,,- / V A IIII II v 1A \VA W o DB �k6 PG.60 V A v— V V AV vA V EVt- coNkRETE I ^ AV I IIII�IIII VAVA I \ \ \ \ \ \ \\ \ \ v A v v y AVv VA vyyvvv ��II �� V I / / /� /iwl A \ W V I I I I IIII III II�III 0� O v V v v v A \ AVOA if I u_ vAv A w v v vA \VA A V �V�AAVAIIII I �VA ^ �; i' v A \ \V A A � I I IIII IIIIE>{, �bA��'p I I v v v '�ww \v lvdllil�l `v1`i I I — v \ ill 1W l I IIh111j I I II,� bII n I I II 1 v AAVAv o, QAV 1 , A I I ✓ ' V � ` v /� � I � / / I I ,III qll I IIIII� / III � I -_ vvvv \v � � 11v1v v v v Il, v \\ \ \ \ IT \\ \ I I\ EXIST. GAS PROBE, GP-1 , \ \ /f EX. SHEDS \II \ \\ \ \ \ \ \ \\ \ \ (TO REMAIN) I I RANDYT.HUGHES �J \\ \VAA\ \11111\V A A ��AVA \A A\ I 1 I V v I I A 1 �/ / / / / / IIII�IIIII�I V \I p A A A\ AAAAV 1 v II 1 I PARCEL 148139 - - -� �\ \ \ \ \V�AV IA11A�\ \VAS \ VA v— A�AAA�V A VAA\ \V A A \ \V V / r // // / / % %// \ I I �\ EX.GRAVEL / � AIE T D81065, PG 567 1 V A \ \VAAA VII \VAVVAVA\ V A= 1VA�w V AV \�X V A V A� A I /� i AREA 11 I \1 I \ \ \ \ \\ \ \\\ \ \�� \ \ \ \ \ \Q _ -- \ \ \� \� \ \ \\ \ \ \ \ I i / // / / / / //- / , 1 1 \ \, /II \ %.18 "RCP I I 1 1 IIII v VAAAA�VAA I I v I INV. ELEV.= 7es.e4• VA AVA A I I IIA\vA Vp \yam �I �/ x1i7A7 v l I /IN EL V. =✓sT. D� - ExlsneGFEMA 10 -"AR FLOOOPLAIN (ZONE AE) EX. HOLE IN ROAD \I \ I \ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ I \ \ \ — \"R, \ n v v v vvAAIv v vv\AA v vv v v v A v v v vv vvvv —.v yv� \v vvvpv0 vvVAvv�Avv\ vv vA� vAvA �� s;W� = " —_ � �� v v v 4 3 737- J J .?., �. \\ \ \\ \\ \ \ \ \ \ \� \ \ \\ w v VVA�VA \�VA �AA�AA�VA V AVA V VA 24•RCPA \p\ ` \0 \\0\ \ \\ \ \ \ / , INV. E EV.= vvea\ \ \ \ \ \ — v vy v EX. WOODEN v vvv v A `v v v °X'XX � —�,�vv � v v y, ` v v v V A A V A v vvvv v \�� WI �� TILL . PARCEL �y A Aab 1 x\ IM LINE 769 0 E \ A 1 V 1A 1 A A ` v o �� AvOp vvV � ✓ \ v/ v> O \ i i �/ ( \I 1 5A \ / M" v � ` A x, ooueLE CAT GH BASINS / SHEET C3.1 4. rXPME -74a0a' RI IN= 739.68' // \ X_MH. INV. OUT = 732.58' \N AowuL TOP RIM 732. r a _ INV. IN = ]2732. \ X. DOUBLE INV.OUT=72I SHEET C3.2 CATCH BASIN EX. EDGE OF ]�— CONTROL POINT PAVEMENT / I 60 NAIL II LEGEND \ i / t,\ N 843831.813 -NOG I EXIST. MAJOR CONTOUR y/ E: EV 74 1.53' NO GRID \ FROM CONTROL P08 NT 1 TO 2 SOUTH I 80 °1903' WEST, 729 29 GRID SHEET C3.4 EXIST, MINOR CONTOUR ---- - - - - -- / I LOR 729-GROUND \ j PROP. MAJOR CON TOUR EXISTING FEMA 100 -YEAR FLOODPLAIN )ZONE AE) T PROP MINOR CONTOUR \ \\ SHEET 1 PROP. LIMITS OF DISTURBANCE \ \ J ES TIMATEDLIMITSOFWASTE SHEET INDEX / \E %1ST. ASPHALT GREEN WAY / NOT TO SCALE IEXIST. GAS PROBE \ \ O GRAPHIC SCALE EXIST. FEMAFLOODWERPIPE NOTE: SITE CONTAINS ASBESTOS, ALL WORK ° EXIST. FEMA FLOODWAV _ EXIST. FEMA 100 Y FLOODPLAIN SHALL CONFORM TO ASBESTOS MANAGEMENT , IN FEET, EXIST. FEMA 500 -VR FLOODPLAIN PLAN PREPARED BY OTHERS. ' `—h - 40 It Q E a _ g c; t� try 3 w s "N •CA11Ok�y'% LICENSE NO.: •� = C -0587 %`^sue'".•... , ec,�° �nI1CA 2 f it 027971 _ O U vi 0O J M U. D Z Q Z a cn z J � J w V Z Z� Lu o O ti 1..1� Z o CD m U y VJ Z W Z PROJECT INFORMATION PROJECT MANAGER: BI i DESIGNED BY: N% DRAWN BY: N% PROJECT NUMBER: BNI: ORIGINAL DATE: 1018, Ka whax helm Call eenm e M dI% SHEET: C3.3 � EXISTING FEMA— / 1 EARFLOODPLAINImNEAE) I / MATCH LINE C3.1 i �I v� //�1 / I{AAT LINE MATCH LINE C3.4 vy vv A � / / MATCH LINE 5DO- vEARIFi000aum - -- EDWINJ.,SPAI`K,JR. — = —\ �/ / /// / /! /r // // / PARCEL 1482.4 \ \ ---- _ -- �\ - -_ - -- EX. SSMF�I / /I 118 "RCP - `y —___ J ___�__ -� ELEV.= T12S1' / I I I l a \ 100 -YEAR FL DPLAITJ(;ONE A£ -� / \ - -/' ' �/ �/ / /� - - -J l �6B / /•-� -/ % % / /�'% �� / / / /j / /// / 1 / I 18"RCP "RCP 18 INV ELEV. =711 s's - -- / / A ivvv /- - / i /- / O ASPH — v- ---/ / / / mac" /� vv�� y / / / w ( xUUUngq i>>_= - - - /'�i // �j ^ II Ills/ �/ �xx`xN CAR �p� LICENSE NO. W . w 3 I I A `v / � 1 \ �X. LANDSCAP�V = - / i ` ox - / n > I ' 3 H 1 I I \ \ 'AREA - -- _ >/- - _ \ \ \ �� / / /// A n..w.••' J o°N° EXISTING IEMA >1- -- \ \\ \\ ) \ E %. RIP RAP a I I %. f�IP 1�AP Z 2 > OCIA�E xx 715 / RI RI / � rrrnnun0 W �� A 'V Q% i // 11 1 / / / / / / / A V• / CAR >� SSMH #1S 0 i Is �' Ex1a ^RCP 10- CMPPIPE \ " \ / \\ // / EX. DONCRETE IE.EAL + INV. ELEV. ro1.43 I l �. _ A / A /e /v / l EX. CONCRETE 09 r A �\ \ �_ c_J EXIST. TPEDESTRIAN BRI GF \ \\ \SEX. LiIP RA) =-iii 10'CMP PIPE \\ \\\ _ - -/� _ ( \ \ \ W \ MjSfA M x� INV. ELEV. =]0134' \ - \ \ \ \ \__ - // _ -- \ \�\ \� \ > �2 \ \ \ I \ I 1x a 10 CMPP,\\ / \\ \ rry fc5 10'CMP PIPE _ -=-A - I \ \\ \ \\ \ \\ INV. ELEV. = ]01.38' / - 19'CMP PIPE I - -- - -- - - - \ \ l \ � \ \ \ \ \ \ \� \\ \ \ \ I 1 \ \ I �Ex. SS m a - EXISTINGFEMA EX. SSMH #9 E %. 18 "RCP _>c_- _______ - EX. 8-VCP EXISTING FEMA `_ \` 100 -YEAR FLOODPLAIN(ZONE AE) \\ �w EX. SSMHM?'� ^, .a•vcP �T- I500_y EARFLOOOPLAIN — �a,� I I ♦ —�_ \\\\\ \s \ \�\� \ \ems / \`� \� \ \ NAR NARAYAN � M ATCvH v LINE v C3.2 PARCEL PARCEL 148042 � a � e DB 104 PG 157 � a �w � �wv�� v� vvvv v MATCH LINE C3.3 z / i 1 vvvv v �0�`yA h \ - - - - -' DEBORAH J. HASLACH \ \ PARCEL 148044 CORY J. OTT DB 1147, PG 599 — — %�i� _ _ \ \ \ \ \\ ,� \ \\ \ \ \\ I ARCEL 148045 — v— jai Av v vl `VAREA\ \ \ \V - -� d' U. I DB743, PG 36Q \� - -/ i /�/ \ �\' \ \ \ 0\ \ \ \\ \ I� CORY J. OTT ��AAV v vvvv v a� v 7 A V A v v �pA�A A�OArV A A PARCEL 148046 DB 743, PG 360 CORY J. OTT EDWIN J. STACK, JR. \\ \ \ \ \ \\\ \ ��\ \ \ \ \ \ \\ Z_ J SHEET C3.1 / / PARCEL 148227 PARGEL148048 DB 743, PG 360 / DB 574, PG 891 LEGEND �� v Av.v- LLI v o O EXIST, MAJOR CONTOUR _ Z 3 EXIST. MINOR CONTOUR - - - - - - - - - - -- ` ,�yy�� Z z SHEET C3.2 PROP MAJOR CONTOUR \ �� \\\ _ \5� W Q, + Dn z /1 � V s PROP. MINOR CONTOUR \ \\ �E(�IIGErcvrn -w-�a \ y/ PROP. LIMITS OF DISTURBANCE SHEET C3.4 I ESTIMATEDLIMITSOFWASTE EXIST. ASPHALT GREENWAY / \` \ \ \ \\ \ \.\ \— � PROJECT INFORMATION PROJECT MANAGER: BAM EXIST. GAS PROBE O GRAPHIC SCALE SHEET C3.3 NOTE: SITE CONTAINS ASBESTOS ALL WORK DESIGNED BY: NWS EXIST. SANITARY SEWER PIPE � DRAWN BY: NWB SHEET INDEX SHALL CONFORM TO ASBESTOS MANAGEMENT PRIGINAL UM: 1 .14 EXIST. FEMA FLOODWAY ORIGINAL DATE: 1 018 12 0 1 4 NOT TO SCALE EXIST, FEMA 100.VR FLOODPLAIN PLAN PREPARED BY OTHERS. 1 in h= 40 ft, gmwIvdm below. SHEET' ■/•� EXIST, FEMA5 00 -VR FLOODPLAIN YYlltmim you LII�. v3.4 ---------- - - - - - - -- -I \ WEpq C TABERNACLE R EL PG. 5 1 - \- OR 951. PG. 725 LOTfAGE COLE LLC T — I GEL 153 09800GGG1 P ESTA E „B9 — BaG 1 WEST A T SB oNACLE -- _1111- -- - - - - -- T � \ IWMGT A TABERNACLE �` r IE.. DB sas. Pc uz I / L- - - - - -- — - - - -- ' //' % %'r�•� -- E WD - ,5 ANIFp - - - GETA c c reG GI M - - - - - �ialE OfiE3 D�t62 I} I III / / u r \ � 7 I / /vv / / n r /1 - - - / / GFPRnE S AG „E T DB 622 11 IGFEMA "'o;' 100- YEARFLOOOP (ZONE AE) l / / EXISTING FEMA —AR FI- 00-1IN — -_ — — — — — \ \t�_ — — GErei_ ilk T----------- ^.GF+n. / EXIST. PEDESTRIAN BRIDGE \ ✓ \ , W IV -'O EXISTING FEMA 100- YEAR�L'00PI°A�IN (ZONE AE) - L 001--- - - - - -- EXISTINGFEMA _ _ _ - __�-- - - -_ -- /5VEAR FLOOOPLAIN o iy GRADING NOTES: - 1. ANY GRADING PERFORMED BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS SUBJECT TO A FINE. Do a _ 2. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. W a m ' / I WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE ” ? - - - - - - I - - OBTAINED FROM THE ADJACENT PROPERTY OWNER(S), 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE _ UTILITIES AND ENSURING THAT UTILITIES ARE LOCATED PRIORTO THE COMMENCEMENT OF CONSTRUCTION ACCORDING TO NO STATE LAW. CONTRACTOR SHALL VERIFY LOCATION AND I I DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE APPROPRIATE UTILITY SERVICE PROVIDEI PRIOR TO ANY INTERRUPTION OFAN EXISTING UTILITY. G�7 5, MEN UNDERGROUND OBSTRUCTIONS NOT BROWN ACTOR SHALL PROMPTLY DRAWINGS - 1 LG / I 5,ME UNDE.GROUDENCOUNTERED THE SHOWN ON THE CONSTRUCTION REPORT THE / PECgLIEG6289s6000o0z I CONFLICT TO THE ENGINEER'S REPRESENTATIVE. ALL CHANGES MUST BE APPROVED IN i r e WRITING BY THE ENGINEER'S REPRESENTATIVE BEFORE CONSTRUCTION CAN PROCEED. / a/ \ 6.CONTR ACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR ANOIOR REPLACEMENT OF ANY T UTILTIES DAMAGED DURING CONSTRUCTION. AN N ETMNOSiTH W51 I T. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS SHOWN ON THE PLANS. ALL TIMBER, BRUSH ROOTS, STUMPS, TREES, OR OTHER VEGETATION CUT DURING BECOME THE CONTRACTOR'S RD ESTATEL]4,20239 HOUSING I / T\ DGONTOSE OFPROPERL ANDSALLD EITHER OF REMOVED FROM PRIOR APPROVALFROMTHE 4 \\ \1111111 / /flf I \ THE ENGINEER'S REPRESENTATIVE. ��A�\ -\ C%\R� fflf \__ ;.off r•........•�1�.�. 8. CUT AND FILL SLOPES OF ANY AREA SHALL NOT BE STEEPER THAN THE RATIO OF 2 (H )A l I I ` F (V), UNLESS NOTED OTHERWISE. _ •9 /� 1- 777�:-� TENP. ACCE59 RO1 - 9. THE BASIS FOR THE WASTE BOUNDARIES( INCLUDING THE ABSENCE OF WASTE BENEATH �GCN05N�'-fq - THE STREAM BEDS, GREENWAY. AND VCR SANITARY SEWER LINE) IS THE REMEDIAL _Ito v I INVESTIGATION REPORTS LISTED IN SECTION 9- REFERENCES'OF THE DRAFT REMEDIAL ` _ 745 r �� -\ ! I l l I ACTION PLAN. -75s I L _ _ "� ;Illtllltll CA SHEETCA^I 1p I $�.•d ... \ , / I 1 FFFI E cDE agE OO r ',^ iSEAL 1 ��- - ; GO '�rl �I / 027871 DB ,3F. PG. 65 0 n / I I �I �nnNNAi%615)w 11H1HHp14 -.1[S ` \ I I DEGRGE W. UNTON�I I I / § u�"ii I I AND FE TAMMY I r i s _ 149 06021 / PARCEL 0 DB 839 PG. 6 r Y I m a 0 J r I 'OF 801. — ' -�y GAFGGEMW. TNTO�R. \ gPA'G. ,4e M�b�, \ I 130. PG. 7 03 _ GEORGE W LINiON. J O AND Y.1fE TAMMY D 1 PARCEL l49 GAT3 I /y DE 655. PG. 4i3 1 - - - ` f GEORGE W UNTON, JA WIFE TAMMY D I U CT j L ) T50 755 , �j �f PARCEL 149 O60 11 DB 1013. PG. 909 3S 145'\1 \ _ " -'135 SHEET C4.2 I a n n lei A& /Wv O ^��. n is -fi s� �� - ��/ / �__�� / I Call befPleyuudig, y EpW1N JE. STACK. I- X21 ' 4i� �_- tae D4B " \�� \\ / DBR5J4. PG. \vv;�_ P �— GRAPHIC SCALE J �'� Av vv v AAA �� vv I v��v�Vv I loa o Lu J Av` Iry SHEET GA .\ \�AVmoo _ \A�✓ n A\ IN FEET )� ` 2 ,\. \ g \N 1 1 1 I I I 1 inch = 100 St. Z e�O� va �w� III _J LEGEND J J ELI --- _ - -_ - -- 1 EXIST, MAJOR CONTOUR = ' VI eb EXIST. MINOR CONTOUR D, I Z J w zifig¢° T \ �\ \ \ \\ r \ \ \ \ft \\ ) i' /V / / 1 �\ I I I PROP. MAJOR CONTOUR LL Q _ /\ �i I n I ' ¢ Q / I \ PROP. MINOR CONTOUR � Z ' �—� /vv - - - �1 PROP. LIMITS OF DISTURBANCE �y -' v PROP. GRASS SWALE _ qR \ \\ ��\ ESTIMATED LIMITS OF WASTE O Z 1 -- _ - - - -- _ - --I _ -- I I PDF> yy- � a o 64, vc, r0 - - I I I I EXIST. ASPHALT GREENWAY U /jjj\\\` �' -\ // / I -T-L 7-L T E %1ST. GAB PROBE O i EXIST. SANITARY SEWER PIPE sa —as —ss - V EXIST FEMAFLOODG- I �� \ PROJECT INFO ON EXIST. FEMA 100 -VR FLOODPLAIN - -J - - - -___ - - - - - -� — —i r T I I I I / ---- - - - - -- II MAI — PROJECT MANAGER: SAM SHEET C4.3 DESIGNED BY: NWS / EXIST. FEMA 500 -YR FLOODPLAIN I - - - I - I - r / \`` / I I I j r NOTE: SITE CONTAINS ASBESTOS, ALL WORK DRAWNBY: NWS PROJECTNUMBER: 81472.609 SHALL CONFORM TO ASBESTOS ORIGINAL DATE: 1 018 12 0 1 4 SHEET: MANAGEMENT PLAN PREPARED BY OTHERS. C4.0 1 I / 1 / 1 I l 1 i SHEET C4.1 L / I / I / I / I I I I I I EXISTING FEMA I SHEET C4.2 100 -YEAR FLOODPLAIN (ZONE AE) / I I I / I Y / EXISTING FEMA I / 100.VEAR FLOOD SHEET C4.4 PLAIN (ZONE AE) I \ / SHEET 34.3 I r SHoEETo INDEX SCALE WEST A TABERNACLE PARCEL 153 116 _DB 951, PG. 725 I / EX ISTING FEMA I I EXISTING FEMA I� WESTATABERNACLE _�I 500.YEAR fLOODPLAIN �I FLOODWAY� PARCEL 153 05602 DB 1032, PG 791 / EX. SSMHIt 10 / EXISTING FEMA FLOODWAY WEST A TABERNACLE PARCEL 153074 / �',� / / ! i1 �I DB949,PG542 cocusr / '40pU@ ll /uGp FS RET l / /�jlv l l I l Ill T �__i v \vvv _ ��WpFR) v 1 1 MAppi NG /�ll�l /l / 11 �ss� IIII /1 / // I��TEMP. ACCESSROAO GERTIE G. McDANIEL VICKIE M. WALDROP PARCEL 153076 r - -- ESTATE 08E -112 — 1I ^IA r —�� 01I1 1 / PROP. GRASS SWA E \ � IIIuIInII r - -- 1 Iul II I IIII � G e� IIII /000/1/ �% MATCH LINE C4.1 IIIIIII�IIII�I v � �� !/ \i/llllll/1 /lj /l / /j /0Y v 0 / II _ I I \ MATCH LINE C .2 AERTIE G. MCDANIEL / /I ljlll�l / III�II I IUI /// // / 0000 / I �= i% / i� / vv A V PARCEL 153 057 / i l�17 MII/l DB 622, PG 471 ! I A l ll /IIII E%asMHa 111 A / DB 1102, PG 436 LEGEND 111 /I\ / l ull�l ` A s � w EXIST. MOR CONTOUR — v / 10111 I' I /,/ I I 1 Ex.1B•RCP � / / // / / / / F \ / I / / / n pp EXIST. MINOR CONTOUR — — — — — — — — — — - ,i PROP, MAJOR CONTOUR i VIII' „I A I>, l; /il' ` , /> PROP. MINOR CONTOUR NOTE: SITE CONTAINS ASBESTOS, ALL WORK GEAR FLOODPLN 4 T(Z NEEAE)� / / I� II I I I I �I \ \ \ \ I \\ I\ \ 1 / /!� // ! �/ / \\ i PROP. LIMITS OF DISTURBANCE I— I• I• E' MATCH LINE C4.1y, �� SHALL CONFORM TO ASBESTOS MANAGEMENT \ PROP. GRASS SWALE PLAN PREPARED BY OTHERS. MATCH LINE C4.4 �I�Illl�l�lr�� A �// D ;D/ ///% /� \ ESTIMATED LIMITS OFWASTE /( EXIST. ASPHALT GREENWAY r r bX19T. GAS PROBE Q GRAPHIC SCALE EXIST. SANITARY SEWER PIPE A A EXIST. FEMA FLOODWAY i J / \14( IN FEET \ \\\ EXIST. FEMA 1 W.YR FLOODPLAIN _ _ _ _ _ _ _ _ _ _ I inch = 40 ft, Know W)Idli below. \ \\: Call before you dig. EXIST. FEMA 500 -YR FLOODPLAIN a E a � a a i �+LMCAR��' /' LICENSE NO..•1 c -oss/ 4 w F f a � a N z J a EL Z � Q Q J J LU O J w w a Z z LLJ Z Z O EE a = F T V o C] z PROJECT INFORMATION PROJECTMANAGER: B1 DESIGNED BY: Nl DRAWN BY: N% PROJECTNUMBER: BR. ORIGINAL DATE: 101& SHEET: C4.1 LEGEND d EXIST. MAJOR CONTOUR NOTE: SITE CONTAINS ASBESTOS, ALL WORK ; I / d mW ==A EXIST. MINOR CONTOUR SHALL CONFORM TO ASBESTOS MANAGEMENT' y� m I I Q a d PROP. MAJOR CONTOUR PLAN PREPARED BY OTHERS. ��, ' TEMP. ACCESS ROAD W LU _ PROP. MINOR CONTOUR ' `` I PROP. LIMITS OF DISTURBANCE PROP. GRASS SWALE — "— -- — - - - — — ESTIMATED LIMITS OF WASTE EXIST. ASPHALT GREENWAV EXIST. GAS PROBE EXIST. SANITARY SEWER PIPE - -- \\\ EXIST. FEW FLOOD WAY EXIST. FEW 100 -VR FLOODPLAIN - / - _ — 1 / ro \ \\ \\ / % I — TOST. GAS PROBE, GP 24 I 1 1 /.iY»I� -- 1 1� I 1 +p+UUUnggr�7 EXIST. FEMASW- VRFLOODPLAIN MAT�.H LINE C4.1 \ ��-'' I 1,11111 \ \ ' — / 'll1 \ \m �' 1j11 / E IC BENNETT 11 1 ��{'+• ~~''�9'': MATCH LINE C4.2 " / A'' v v 1 / I Illl�llll , PARCEL 149 001 11 I 1 e LICENSE NO..� \ 1 / I 1 Illl�l ljl / D 1138,PG659 I 1 = _- C 0587 SHEET INDEX r v I vv / / ' / v� / iiij�i�li /� /� �I i 'os'� ... -s NOT TO SCALE / ^\ I l I I I I ( I I I I Or SOCIA�E ++ t +pu' CA +Irrg7 IIIIIIII Is ��° l I I I I 1 I 111111 I 027971 I"1 111 ill /� / /ll 'm�t t \ I / / / / // / / \ \_ \ / 1V v v ,° I 1 I III / '•. 4 P��• GEORGE W. LINTON, J I I �xp+4k A.'+(^� + +� AND WIFE TAMMY I 1 rrinmlp +415 PARCEL 149 001021 1 1 DB 839, PG 60 I I \ /- \\ n// — �/ TAMMY B. LINTO 1 / � / /i/ l / / ✓ A \\ /% // I I I I l 1 1 1 ^— _ / // I I � v v v X11111 PARCEL 149001031 DB 801, PG 874 EXIST. GAS PROBE, GP -27 IT REMAIN) PRO, GRASs SWALE GEORGE W. LINTON, VR. w �- � AND WIFE TAMMY DI. PARCEL 149170 DB 1030, PG 703 o GEORGE W. LINTON, JR. AND WIFE TAMMY D. z PARCEL 14900104 DB 655, PG 443 1 0 / �v ✓ > �/ �I / / A A r V 1 Q a EL EXIST. GAS PROBE, GP-29 (TO REMAIN) Z Q Jv IL LL O J w \ A\ v \� I / Tss GEORGE W. LINTON, JR.a z \ 1 \,I \ \ II 1\ \ / / // / AND WIFE TAMMY D. - Z PARCEL 149060 O D N D13 1013, PG 909 w = Z 3 o Vvvv� v v * v .47 746 7u p 744 EX. ssmwI � MATCH LINE C4.2 742 74� ---� ,3e _ �— — — — -- / ��`��„ \� J�� ✓'�+�+ s—�� / _ z \\\ v v v — \ PROJECT INFO ON — I I / \\ — Tao '�C�\ \ is \' \ PROJECTMANAGER:RMATI SAM vv v� v tiv ATCH LINE C4.3 Bg v i� / v �§ V A 30 \ EX. B' VC DESIGNED BY: NWS \ _ GRAPHIC SCALE DRAWN BY: NWS PROJECT NUMBER: SN72.809 ORIGINAL DATE: 101812014 ( W FEET) K� why below SHEET: 1 inch = 40 ft C4.2 Call beMre you dig. L \ \ Pp v � W s _ \ -� \ \��/ ��, - - -_ =� �/ EX. SSMHMI / Il/ � =.�� / IIAv \V / /%a vv A v az / — _ Il �Y� Jiivvh'� ✓/ �MATCH LINE C4.2 \ \ \ \ \\\ \ \\ \ l 740 vv A AI MATCH LINE C4.3 `SEX."VC \ B "VCP DO ALDL. &DANITAP. LITAKER PARCEL 149058 DB 1077, PG 558 \ Ex. S. \Gp %ice\ - �� \ \ / IIII / / / \ \\ I i \ \ mud // i33 _ � �/ I I � � / /) \ \�\\\ \ '- \ IT34i /AS's/ / /i II III I II Ilr�`\\'� / //� )) \\ \ � \ \ 111u�< $ �� s\ //� �I / /_— I I I� I I II I -_�� /i / \ \ ell X\l� 3 — �\ 721 vv -� vv — — Ex ssroxlns� n v v�u Ilk V ,n�vR�R6E6148 -136— — Ov ol4 i1`' r"' vvv— v vvO —. vvv vvV r� 1 v A V A V �AA\ \VAV III 11 v� v v— AvvOA v vv�\\vVAA� Ex.'s• um Tr EASEMENTv v A A \ Q AV A \ \ \ \\ \ \\ \ 1 \ \ (FL ASHEL NE) \ \ \ \\ \\ I 1 \ \ \ \\ II I M8. 995 PG. \5982 1 IIII II l IIII IIII II I III W I � � �� -AIR IT /y F cE w I I I I I I / V \ RAI�H C� V vv A A v y v \v v v\ Ci1�OLA�F'WGHE�` v v -- vvv vVv V A V II IIV AVAV o v vvv vAv vv�sv�v A �� /�, / m v Iul�lll I vvv / m PARCEL 148151 Ex. cONCR TE V A I DB �' 6PG.BO ,� V I I IIII IIAv 1AVA \A W IL I // / / \y \ Ex.CONL�RETE I \ I I I IIII IIII I \ \ \\ 0- \ ALL \ \ I I AIII \ \N I I II III I vv A vv v \VA V \VAV`vI III ! vv �,�' /� A \ V A V / I IIIIIIIIhII II III I a v A AV �v vAAVA VA VA�VA�I�II� I I I I I vv v , vvv v �� vIuujOl Ivl• I v v I i v A v � ,/I \ I I I IIq hl I I II l I I I Jill, n IqI�/ I III14L__/ I I I I v AVA V v IA�pll VA , w vvv vv A\ V 1 PROBE. \ \ \ \ \ \ \ \\ \ \ 1 \ II111 \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \ I I EXIST. GAS PROBE. GP -1 I \ EX. SHEDS a\r/ i ( TO ` / R EMAv IN R HUGHES `R.Ae Jb PARCEL 148 139 ExIGRAVEL ( F\ \ E NT F 1 D6 1065, PG 567 \ I - \_ \ \\ �\ \\ \ \ \ I / / / / / / /// / I X.18 "REP \ \ IIII \\ \ \ \ \ \ \� \ \ \� -_ _ \ \ \� \\\ \ \ \ \ \ \ \ I / / / \ I l I I l \ !I I INV. ELEV.= 769,84' \l\ \ \ \ \ \ \\ \ \ \� -- \\ \ \ \ \� \ \ \�\ \ \ \ \ \ / \ / no \ \\ \ \ \\ \ \ \ \ /l\ \ \\ \ \� l l� �il \ / / kilts' C \\ l - v -- ka � v EX. HOLE IN ROAD EXISTING FEMA \ \ \ \ \1NEAR FLOODPLAIN (ZONE AF) \\ \ \ \\ \ \ A\ \ \ \ AA\ v \ \A�x\ \ A P \ AA IN=Yq V �\ , \ \ \ v \ \ \ \ EK_�OQDEN \ \ \ \ \ / \ IR, _ - WILLIAM .TILL A ��- PARCEL 1 050 V vV A �—v V A A PP�xIMXTE 1 1 v Aw 'tvQ v ,.im v� / /, �� V A \ _� DB 769, PfS \UU4- U-7 uNE I \ \ \- ;��\\ ` \\ �// 1 �i \ \I \ I h' /� / �� 'f I \ 1 % ✓ J A CATCH DnslNs ABIHSTREEt WEST P,,,,c X, MK TOP RIM= 744.03' _ - ONS tlCLO�� INV. IN= 739.68' V. OUT = 732.58' TOPRIM= 732.17' / LEGEND \ - ---� (/� �� \ INV.IN= 72]02' .DOUBLE INV. OUT = ]234]' \ 1 CATCH BASIN EXIST. MAJOR CONTOUR – — i EDGE F \\ ' PAVEMEND �/ _ CONTROL POINT 1 I EXIST GAS PROBE Q NOTE: SITE CONTAINS ASBESTOS, ALL WORK EXIST, MINOR CONTOUR – – – – – – – – – – Ji / 60D NAIL N 643831 81' NC GRID PROP. MAJOR CONTOUR PLAN PREPARED BY OTHERS. ('N FEET) E: 1515651.53' NC GRID ELEV: 743.14'NAVDS8 EXIST FEMA 100 -VR FLOODPLAIN 1 inch = 40 ft. rm.wMlalS b @IOW. Call before you dig. X 1 FROM CONTROL POINT 1 TO 2 SOUTH PROP. MINOR CONTOUR I 80°19'03" WEST,]29.29' l OR= 29.40' GROUND GRID PROP. LIMITS OF DISTURBANCE �� / / \ \ \`– \ i��\ �l \ PROP. GRASS SWALE --- - - - - -- / / \ \\ \ \\ \ `\ 100 -YEAR FLOODPLAIN(ZONE AE) ESTIMATED LIMITS OF WASTE \ \' \ SHEETINDEX NOT TO SCALE EXIST. ASPHALT GREENWAY EXIST GAS PROBE Q NOTE: SITE CONTAINS ASBESTOS, ALL WORK GRAPHIC SCALE , SANITARY EXIST. RYSEWER PIPE SHALL CONFORM TO ASBESTOS MANAGEMENT . FIRMA F FIRMA EXIST LOODWAV — — — PLAN PREPARED BY OTHERS. ('N FEET) EXIST FEMA 100 -VR FLOODPLAIN 1 inch = 40 ft. rm.wMlalS b @IOW. Call before you dig. EXIST. FEMA 500 -YR FLOODPLAIN -Ir. � _ g ov N W M mN i LICENSE NO..••� C -0587 c ss ' 0 wF� ss� ¢ n a N Z J a I..L Z � Z Q L J O Li- J O J w Q M CC w G z n Q v Z o0J Z <i Z O Z a = Iy V o US 0 z PROJECT INFORMATION PROJECT MANAGER: B, DESIGNED BY: N% DRAWN BY: N% PROJECT NUMBER: BN1: ORIGINAL DATE: 1018, SHEET: C4.3 EXISTING PLAIN 1 EARFLOODPINImNEAF) I / MATCH LINE C4.1 MATCH LINE C4.4 411III� y vv A ill I / // MATCH LINE C4.2, � / / \ EXISTING FEMA I I IIIIII \ I fio0 -YEAR FLOODPLAIN // i 1 - -- -_ - PAREDWIN J.,SFAL`K, JR. CEL 148 0� RCP— -- ------ - -- -BB9i� 91 % EX.SSMHPI //v RCP— INV. ELEV- 712.51' STI GFEMA �\ -- " / �� - - - -- I I I IF RCP `100- NEARFLOQDPWAj$ONEAE I-- 18 "RCP X / ASPHALT //� - -.- _ - -/ / / �i -- �A�A1 v / //� t� i %� // / / / / /1j II✓ // `+ N CAR (rrO w —4 �\ "i �� / - — - / - 11 I - q LICENSE NO. \' /� 1 / I / = ENSE N �1 I �X.LANDSCAP- EXISTING FEMA FLooOwnv 11 I 11 x..F�IP�/ A� �-C —\ v �� Ex. RIP RAP I Z Z \ ✓ rrii SSOCIA�ES �p v) m v �'� v /� // / v m y muna %i H 1 Lu CA < I EX \SMH#13 1a^ POP 1 \ I I / / � - _ - Ex. - O � � �� /� �- •- •- '- .- .- / \ \ � \ +2 ?D` -.. _° vvv vvv\ /i / / /!/ no I '� I l I Ill / / / `_ ✓� F5E 10' CMP PIPE \ _� \ I / EX. CONCRETE^ / \ / \ `` •� A L — .ELEV7o1.aa' E% C CRETE INV .= vvv EX v ° 1e / �� v I / v A �V A� A Av c 10 CMP PIPE EAST. PEDESTRWN BRmGEi / / / / \ \ \ ,? WO l' \ \ — '�1 (� .7/ �\ 4 4 INV.ELEV. =701.34' \ — \ \ \ \ \_ / �.\ A.'4�"1+ ++ Io'CMP Pte,\\ '/ 10'CMP PIPE_/ / �9 INV. ELEV.= 701.38' , \ 15 701.65\ 701.65\ ys \ \ I EXISTING FEMA FLOOOWAV " RCP Ex. ssMHU 9 EX. 18 ` _ I� �I V y A -� --- v�•v� -� /I/ - -- EXISTING FEMA 160 -YEAR FLOODPLAIN(ZONE AE) \ \ \ w\ EX.SSMHM? X14 /Av JT\V — I / vv vv v- _ 7��..� // vv� �� v� �� o -- ��L��vv� I v�Avvv O AV v A v y i / I EXISTING FEMA 500 -YEAR FLOODPLAIN / NARNARAYAN PARCEL 148042 DB 1064, PG 157 A \MATCH H v LINv E v C4 .2 rol� LINE C4 � v \vvv vvv -nSPA v v� vv vk, _-MHMfi DEBORAH J. HASLACH v v w PARCEL 148044 CORY J. OTT _ DB 1147, PG 599 - -_ /�i� _ \ \ \ I ARCEL 148045 � �v � � v - %ii �� Av v � vv vvv \ \�AA�V A\ �V A�V LA- 11741, PG 380r v� �� // vvV �v v v v v ® \VGA VAA A \vvv vze�� I CORY J. OTT PARCEL 148046 Z DB 743, PG 380 Awvvvv �v Q _ J cn CORY J. OTT / EDWIN J. STACK, JR. \\ \\ \ \� �\ \ \ \ \ M \ \ \ \ \\ \ LL J SHEET C4.1 PARCEL 148227 PARGEL148048 DB 743, PG 360 / DB 574, PG 891 \ \\ \ \ _ �D CDs �\ ` _ 0 w \ C\ Of a LEGEND \\ \ Z � EXIST. MAJOR CONTOUR \ \ \ \\ \\ \ \ \\ — Q H F \ \ \ \ \ \\ \ \ m Ar" \ \ O y EXIST. MINOR CONTOUR — — — — — — — — — — W Z SHEET C4.2 PROP. MAJOR CONTOUR �°—, PROP. MINOR CONTOUR — — — — _ — \ LL PROP. LIMITS OF DISTURBANCE =6EO��x \ �RRD�iIN� &ft7 _S�6`K�ANCZ z SHEETC4.4 PRO P. GRASS SWALE �— = /\ \ cn P -7 Z / yPD. ESTIMATED LIMITS OF WASTE PROJECT INFORMATION EAST. ASPHALT GREENWAV \ \ / \ \— i �� \ SS PROJECT MANAGER: SAM SHEET C4.3 EXIST. GAS PROBE O DESIGNED BY: NWS NOTE: SITE CONTAINS ASBESTOS ALL WORK ,o ,o ,a , °o GRAPHIC SCALE DRAWN BY: NWS ,, EXIST.SANITARVSEWER PIPE ss ss ss o °o' � SHEET INDEX EAST. FEMA FLOODWAY SHALL CONFORM TO ASBESTOS MANAGEMENT PROJECTNUMBER: BN12.609 NOT TO SCALE ORIGINAL DATE: 101&12014 EXIST. FEM-Wp RFLDDDPL 1 AIN _--- - - - - -_ PLAN PREPARED BY OTHERS. ( I14 FEET I SHEET: inch = 40 fL Knwwhai6eIDW. EXIST. FEMA 500 -VR FLOODPLAIN Callbokm yoDdig. C4.4 11. THE CONTRACTOR IS REQUIRED TO PREVENT EROSION AND SEDIMENT FROM DEPOSITION ON LOCAL ROADS BY PROVIDING 728 ` ` - I / / THE CONTRACTOR SHALL OAILV REMOVE MUD /SOIL FROM PAVEMENT, AS MAY BE REQUIRED. STABILIZED CONSTRUCTION ENTRANCES IEXITS. cERFE C. MCOANIEp )3q- - -- - _ - /( / _ )a0 - '"�� _ - `� I I 6. TEMPORARY DIVERSION BERMS AND /OR DITCHES WILL BE PROVIDED AS NEEDED DURING 12. ANY AREA OUTSIDE THE PROPOSED LIMITS FOR STOCKPILE OR STAGING PURPOSE WILL REQUIRE AN EROSION CONTROL PLAN. HPARCE "I DRiS /d' l / - >43 - I CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND /OR TO DIVERT ESTATE LAIR 0112 /J/ / /41 •r2 / - _ _ ' / / SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 13. NCDENR WILL BE NOTIFIED A MINIMUM OF tO DAYS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. / Iil /) /r \ /jr l l / � >35�_ _ 1�� - \ ' h � _ > / BD 7. LITTER CONSTRUCTION DEBRIS OILS FUELS AND BUILDING PRODUCTS WITH 14. NCDENR WILL BE NOTIFIED FORA FINAL INSPECTION PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES. /\ I/ Y( -- 1 I / \ � /I 1 // l I _ � ' / / SIGNIFICANT POTEMIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) // T �> / \^ __ / `•y_ l ' AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE 15. THE MAINTENANCE CONTACT FOR THIS PROJECT IS: II III �1 / l / /// SOU , f %�~ �� L L PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. NOR A ZIRPS / ) / / / / _ >SO ✓ _ \ - 8. A COPY OF THE INSPECTIONS RECORDS AND RAINFALL DATA MUST BE RETAINED AT THE ESP ASSOCIATES, P.A. -------- - 232 -5213 I / / / / / CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL / / / / / �g3 \ BUSINESG HOURS, FROM THE DATE.OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO // SHEET C5.1 \ \ 1 I i THE DATE THAT FINAL STABILIZATION IS REACHED. MAINTENANCE PLAN: '� / / \ 1 I r II) I l l/ \ I� / PngCEBE144E G01Iit / 9. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE l3H:1V OR GREATER) t. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED IN THE EROSION / r 111 / JJ 121 / / // /// j //y \ \l DO 138. PG. 65A'1 ,II WHERE LAND - DISTURBING ACTIVITIES HAVE PERMANENTLY ORTEMPORARILY CEASED , AND r WILL NOT RESUME FOR APERIOD OFTCALENDAR DAYS. CONTROL DETAILS. 2. TRAPPEOSEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND DISPOSED OF ON SITE WITHIN CDUE G. qaRL \l/ X I /l/ p 1~ti ?63 ^y'0 ^�\ /( \\ I 110. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL, THE APPROVED DISTURBED AREA. / PARCEL 1 G5 � 7 _ 1\ ��_ I I EXI FIG FEMA 88102 P6 X36 �` \ (` �2 // / / f1 >v�q 1 1 I 1 I I III ' 11. MINI MIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, DA y2 / / \ I I WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A 100 -NEAR FLOOD (ZONEAE)�i I '� " /// rl / 11 r - -_ \ 1 I I GgORGE w. LINTON „II ' SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER A WIFETAMMYDII I TREATMNT PRIOR TO DISCHARGE. EXISTING FEMA "� -_ PARCEL tag 00102; i ` - - / � ~``. I - �______ 500.YEAR FLOOOPLAIN DB 839, PG. 0'I \ \ 1 / / // // // /�A/ - // I 12, MINIMIZE THE DISCHARGE FPOLLUTANT$FROM OEWATERING OF TRENCHES AND \ EXCAVATED AREAS THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENTBASIN, FILTERBAG, ETC.). \ - - -- ---- YAP6CL'1482iI i // \ /// RC80 PO 081431 13, THEFDLLOWING DISCHARGES FROM SITES ARE PROHIBITED: __ ____________________ _ --- - - - - -- -PG: 88¢ >-� // / / //� ) ` / I / I L_ \I�\ B 1, ��_ . WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL: / /' / _ �� _ - _ ✓ %� _ /// f / / / / 1 I I • WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE \/ -'-� _ -- ,- �✓ y, "-\ " �i /J�/ (�I / / / (`� /~/ \ TTI 0 N OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS; GAO pCE`E LITMrv, ' • FUELS , OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION / C-/ - - - -- -y\� ✓ ✓ /jam _ - - -i�` / 1 / /�\ / / \ 1 I 1 TAM �R AND MAINTENANCE: AND / I __ '� ✓ �'/ "' / / \ /\ \ \ \ PARCEL tag 1]0 1 I I I DDB to30, PG. 2� � � •SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. - - MINIMUM FATLE LEAST ONCE EVERY CALENDAR LENDA WEEK UST BE CONDUCTED ✓,�✓✓ � I/` / / /�\ I / /� $ - \\\ \ I FINAL SMOFATLEASTO REACHED ALL AREA WEN ANCNSTBECON SITE. UNTIL ` -_ "/ FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. = EXIST \PEDESTRIAN BIRDGE \ \_ �/ �J \ N3, 11 `P !t'+� LINED SKIMMER BASIN \i �k"'/ \ \ I `GgORC£ w. LINTON, t 15.IFEXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO ND YnFE TAMMYD COMPLY WITH THE REQUIREMENTS OF THE PERMIT ANWOR NC'S WATER QUALITY (SEE LINER DETAIL, SHEET C6.2) / PARCEL 149 W104 STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT DB 655. PG. 443 WHNEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS tl� IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED AND ALTERNATIVE BMPS MUST BE / ✓, �1.I�_� +�-- -��_\ - �, - \ \ \\ \ / 1 / /�/ I I IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. EXISTING FEMA� \ \, \` �\ \ \T \� FO \\ r�rr // O _ -�� \\ r / Gg01RGE W UNTON, .R. 000.YEAR^FL90RIIAIN(ZONE AE) �> `_ �\ _ \ ♦ �\ I \ r✓ -- L - - -f' D vnFE TAMMY , tt1 t PARCEL 149060 1013. PG. 909 _ \\ -- �1 / E %/STING FEMA -�- __._i- ___�� -- ��\ ` \� -_ ��\ �� \\ \\ \\ ".�' - -- - f / /5001YEAR FLOOOPLAIN SHEET C8.2 1 I TPAP . Ps. E1W t PARCEL 148 048 \ ( \ \\ De n4. PG. fist � \\ _ _� l\\ . ` \ =y I � \ \�\ /i \ "� � /I I' / / q \\ \ \\ _ - -�\ �\ r� LEGEND m / I I \ \ \ EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR - - - - - - - - - - �\ PROP, LIMITS OF DISTURBANCE SHEET CSA R " TEMP. HIGH HAZARD SILT FENCE . t1 I J-_ -- I- -� -� J 1 / � � / / p °s P eo �/ ` � Pi � 3e oy H•¢ 'wy°y, . .e a / , �\ ,( ,y v v`v \ v A \ vv vv \, , � \ , 1 \,1 ;v lt v I vv v \A A v l� V � \ v vv \ I I v 1 1 v 1 1 1 I ,`�, l , I �� / / >/v� �C � A�� v� /x% \ v I PROP. CONSTRUCTION ENTRANCE PROP. POROUS BAFFLE PROP DIVERSION DITCH �/ /// 1 I I PROP. ROCK CHECK DAM CONSTRUCTION SEQUENCE: - - / / r1 k \ ° Yee T \ \\�_ \ \ /'\ I / I \„ (PHASE / / Q0 / \�` i �\_ \\ \. // \ i� / %� / ` ,_ -_ TEMP. SILT FENCE OUTLET NR PRE - CONSTRUCTION PHASE PHASE/ - -J 1. RECEIVE GRADING PERMIT FROM NCDENR 1 ` \ \` \ \ \ ( \ \ PROP. STORM PIPE - 2. SCHEDULE PRE - CONSTRUCTION MEETING WITH NCDENR INSPECTOR �y \ \ \C JOSE SCHEDULED ACCORDINGLY) \ \ \ \`��`1 \ \\ \_ / I ESTIMATED LIMITS OF WASTE 3. NOTIFY NCDENR EOC REGIONAL OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING c =� zw LAND DISTURBANCE ACTIVITIES / w M >II Ev \ ��_ v� \h. /- 4. INSTALL CONSTRUCTION ENTRANCE _ I 1 \ A R u \\ \ 6 / t II EXIST. SANITARY SEWER PIPE ag y 5. CLEAR AND GRUB ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS PO6]y, -f, �� 6. INSTALL PERIMETER CONTROLS (E.G., SILT FENCE) I I I / / -y -- - %-" -� - -TI \ �� 1 �� I EXIST. ASPHALT GREENWAV T. CLEAR AND SEDIMENT BASIN FOR SEDIMENT BASIN S. INSTALL SEDIMENT BASIN(OUTLET STRUCTURES AND SKIMMERS MUST BE COMPLETELY /`/� \\ �� ✓ 1r INSTALLED AS SHOWN ON THE DETAILS BEFORE PROCEEDING TO THE NEXT STEP. NO I I \/ 1 - �i' _ ' -�' / / II E %I ST. FEMA FLO.. ADDITIONAL LAND DISTURBING ACTIWTIES SHALL OCCUR UNTIL THE STRUCTURE IS �) I I \ /` _ ✓'_ "J" /�- / COMPLETELY INSTALLED). THE SEDIMENT BASIN SHALL BE STABILIZED IMMEDIATELY ` / AFTER CONSTRUCTION. THE STOCKPILE SHALL BE SEEDED AND MULCHED IMMEDIATELY 1 �_- I� V -_ /__� / ,`1 11 I EXIST. FEMA 100.VR FLOOOPLAIN UPON THE STOCKPILES COMPLETION. -- 9. INSTALL TEMPORARY DIVERSIONS AS SHOWN ON THE PLANS TO DIVERT FLOWS L- -- / / / L__ A TOWARD BASIN 4 \�� \ 11 EXIST. FEMA 500 -VR FLOODPLAIN 10. APPROVAL FROM THE EROSION CONTROL INSPECTOR MUST BE OBTAINED BEFORE PROCEEDING WITH PHASE 2 OF THE EROSION CONTROL PLAN r I II II I NOTE: SITE CONTAINS ASBESTOS, ALL WORK = S EETL5.3 GRAPHIC SCALE SHALL CONFORM TO ASBESTOS MANAGEMENT PLAN PREPARED BY OTHERS. you'dlg. ( IN FEET ) 1 inch = 100 ft. a E a 8 ao iy Callon W +I R MCA O' LICENSE NO. .••� C -0587 f'Oy... Q �` m pw F oss U U j cWmi I m n In n N Z z J J a LL O I..1_ 0 Z Z J O U W fn Z cn J O Q J_ w 50 CL w O z a Z Z � W Q y Z < Q z O LL a w > U >_ O Z V V US Z PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS DRAWN BY: NWS PROJECTNUMBER: 8412.609 ORIGINAL DATE: 1OW014 SHEET: C5.0 EROSION CONTROL NOTES: 1. DISTURBED AREA: 22.36 ACRES I NCDENR STANDARD NOTES: 2. AREA TO BE STABILIZED WITH VEGETATION: 22.03 ACRES ,I / I 1.IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED 9. SOIL TYPES: - CECIL- URBAN LAND COMPLEX, 2 - Ir WITH SYMHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE SLEPE DRAINS DURING CONSTRUCTION, TEMPORARY C1hBA - CHEWACLA LOAM, 0 TO PERCENT, FREQUENTLY FBCODES PaD - PACOLET SANDY LOAM, 15 TO 25 PERCENTSLOPES - I r BERMSMAYBE NEEDED UNTIL PCC1- PACOLET SANDY CLAY LOAM, 8 TO 15 PERCENT SLOPES, MODERATELY ERODED I / 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF U6 - UDORTHENTS, LOAMY AND CLAYEY - - - - - - -yl i THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILYORPERMANENTLY CEASED, BUT IN NO CASE MORE THAN THIRTY WORKING DAYS AFTER WORK HAS 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WILL BE STABILIZED WITH THE APPROPRIATE I \/ - J _ - - - -7 I (30) CEASED, EXCEPT AS STATED BELOW. TEMPORARY AND I OR PERMANENT VEGETATIVE EROSION CONTROL MEASURE(S). GROUND STABILIZATION MUST OCCUR WITHIN? I j' _ -- _ _ I I DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. _ w£3T A TABERNACLE / 153116 i - _ r - - FROZEN GROUND CONDITIONS STABILIZATION MEASURESMUSTBE INITIATED AS SOON AS BACTICABLE. DPARCEL I COTTAGE - LLC ( i ' I • WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, 5. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLANS IS A VIOLATION OF THE NORTH CAROLINA EROSION - \-_ I PARCEL 152 098000001 ESTATE 6aG r / AND E DING ACTT IITIE WITHIN SO WOWING DAYS, CONTROL ORDINANCE, AND IS SUBJECT TO A FINE. 6. TEMPORARY SURFACE STABILIZATION MUST BE APPLIED TO DISTURBED AREAS. TEMPORARY VEGETATION SHOULD BE APPLIED I-- I TEMPORARY STABILIZATION ES DD NOT HAVE INITIATED W THAT N PORTION OF THE SITE. TO CUT AND FILL SLOPES AFTER LAND CLEARING AND ROUGH GRADING HAS OCCURRED. \ " ; i11 / COTTAGE OVE LLC / I 3.ALLSEDIMENTAND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCEEVERV CALENDAR WEEK FOLLOWING EACH EVENT OR 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED IN THE FIELD BY THE EROSION CONTROL '\ '11 WEST TABERNACLE -- \ `.1 ^\ PARRI 52C0960 0001 ESTATE' 189 -840./ ' OTHER INFORMATION INDICATES THATABMPHAS BEEN INAPPROPRIATELY OR ION BMF HAS E IN INAPPROPRIATELY OR INSPECTOR. y 4- PD81032, 291 / \ / P \/r INCORRECTLY INSTALLED, THE CONTRACTOR MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE DUMP WITHIN 48 HOURS OF S. CONTRACTOR IS TO TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING SOIL I MUD ON ACTIVE ROADWAYS. SOIL / MUD - PG. - - - j i �� r / I IDENTIFICATION. TRACKED ON ACTIVE ROADWAYS SHALL BE CLEANED DAILY. _ - \/ \V _ _ / % 8. ALL STOCKPILE AREA DEEMED NECESSARY BY THE CONTRACTOR WILL BE REQUIRED TO HAVE EROSION CONTROL MEASURES 1 Row SING __AZ I /\ 4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVRES AND ALL SURROUNDING THE AREA IN ORDER TO TRAP EROSION AND SEDIMENTS. THE STOCKPILE AREAS MAY ONLY BE LOCATED WITHIN sT /TABERNACLE / eat - 39 I / DISTURBED AREAS HAVE BEEN STABILIZED, ADDITIONAL CONTROL DEVICES MAY BE MEASURESTCON CONSIST LIMITS AND BE TEMPORARY SILT FENCETEMPORARYDIVERSION DITCH, SEDIMENT TRAP, ETC. OPRIATE EROSION CONTROL DBR949. 1PG Sat / i2 /// / / / �' - -�__ /r �2 i "� / '� REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND /OR OFFSITE SEDIMENTATION A MPRANO CONTROL DEVICES SHALL BE REMOVED ONCE 10. ALL EROSION CONTROL AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS OF ill INCH OR GREATER IN A24 -HOUR PERIOD. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. yam'/ / / / / / /iY' / ) __ l 2 / // - -�_(_ -_- --� _` TEMP. ACCESS ROAD -- _ -- \ _\ __ TEMP. CONSTRUCTION `ENTRANCE / / CONSTRUCTION IS COMPLETE ONTO PAVED ROADWAY(S)FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. ONTO CONTRACTOR MUST TAKE CONSTRUCTION AREAS MINIMIZE THE TRACKING OF D ST. 11. THE CONTRACTOR IS REQUIRED TO PREVENT EROSION AND SEDIMENT FROM DEPOSITION ON LOCAL ROADS BY PROVIDING 728 ` ` - I / / THE CONTRACTOR SHALL OAILV REMOVE MUD /SOIL FROM PAVEMENT, AS MAY BE REQUIRED. STABILIZED CONSTRUCTION ENTRANCES IEXITS. cERFE C. MCOANIEp )3q- - -- - _ - /( / _ )a0 - '"�� _ - `� I I 6. TEMPORARY DIVERSION BERMS AND /OR DITCHES WILL BE PROVIDED AS NEEDED DURING 12. ANY AREA OUTSIDE THE PROPOSED LIMITS FOR STOCKPILE OR STAGING PURPOSE WILL REQUIRE AN EROSION CONTROL PLAN. HPARCE "I DRiS /d' l / - >43 - I CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND /OR TO DIVERT ESTATE LAIR 0112 /J/ / /41 •r2 / - _ _ ' / / SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 13. NCDENR WILL BE NOTIFIED A MINIMUM OF tO DAYS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. / Iil /) /r \ /jr l l / � >35�_ _ 1�� - \ ' h � _ > / BD 7. LITTER CONSTRUCTION DEBRIS OILS FUELS AND BUILDING PRODUCTS WITH 14. NCDENR WILL BE NOTIFIED FORA FINAL INSPECTION PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES. /\ I/ Y( -- 1 I / \ � /I 1 // l I _ � ' / / SIGNIFICANT POTEMIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) // T �> / \^ __ / `•y_ l ' AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE 15. THE MAINTENANCE CONTACT FOR THIS PROJECT IS: II III �1 / l / /// SOU , f %�~ �� L L PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. NOR A ZIRPS / ) / / / / _ >SO ✓ _ \ - 8. A COPY OF THE INSPECTIONS RECORDS AND RAINFALL DATA MUST BE RETAINED AT THE ESP ASSOCIATES, P.A. -------- - 232 -5213 I / / / / / CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL / / / / / �g3 \ BUSINESG HOURS, FROM THE DATE.OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO // SHEET C5.1 \ \ 1 I i THE DATE THAT FINAL STABILIZATION IS REACHED. MAINTENANCE PLAN: '� / / \ 1 I r II) I l l/ \ I� / PngCEBE144E G01Iit / 9. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE l3H:1V OR GREATER) t. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED IN THE EROSION / r 111 / JJ 121 / / // /// j //y \ \l DO 138. PG. 65A'1 ,II WHERE LAND - DISTURBING ACTIVITIES HAVE PERMANENTLY ORTEMPORARILY CEASED , AND r WILL NOT RESUME FOR APERIOD OFTCALENDAR DAYS. CONTROL DETAILS. 2. TRAPPEOSEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND DISPOSED OF ON SITE WITHIN CDUE G. qaRL \l/ X I /l/ p 1~ti ?63 ^y'0 ^�\ /( \\ I 110. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL, THE APPROVED DISTURBED AREA. / PARCEL 1 G5 � 7 _ 1\ ��_ I I EXI FIG FEMA 88102 P6 X36 �` \ (` �2 // / / f1 >v�q 1 1 I 1 I I III ' 11. MINI MIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, DA y2 / / \ I I WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A 100 -NEAR FLOOD (ZONEAE)�i I '� " /// rl / 11 r - -_ \ 1 I I GgORGE w. LINTON „II ' SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER A WIFETAMMYDII I TREATMNT PRIOR TO DISCHARGE. EXISTING FEMA "� -_ PARCEL tag 00102; i ` - - / � ~``. I - �______ 500.YEAR FLOOOPLAIN DB 839, PG. 0'I \ \ 1 / / // // // /�A/ - // I 12, MINIMIZE THE DISCHARGE FPOLLUTANT$FROM OEWATERING OF TRENCHES AND \ EXCAVATED AREAS THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENTBASIN, FILTERBAG, ETC.). \ - - -- ---- YAP6CL'1482iI i // \ /// RC80 PO 081431 13, THEFDLLOWING DISCHARGES FROM SITES ARE PROHIBITED: __ ____________________ _ --- - - - - -- -PG: 88¢ >-� // / / //� ) ` / I / I L_ \I�\ B 1, ��_ . WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL: / /' / _ �� _ - _ ✓ %� _ /// f / / / / 1 I I • WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE \/ -'-� _ -- ,- �✓ y, "-\ " �i /J�/ (�I / / / (`� /~/ \ TTI 0 N OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS; GAO pCE`E LITMrv, ' • FUELS , OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION / C-/ - - - -- -y\� ✓ ✓ /jam _ - - -i�` / 1 / /�\ / / \ 1 I 1 TAM �R AND MAINTENANCE: AND / I __ '� ✓ �'/ "' / / \ /\ \ \ \ PARCEL tag 1]0 1 I I I DDB to30, PG. 2� � � •SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. - - MINIMUM FATLE LEAST ONCE EVERY CALENDAR LENDA WEEK UST BE CONDUCTED ✓,�✓✓ � I/` / / /�\ I / /� $ - \\\ \ I FINAL SMOFATLEASTO REACHED ALL AREA WEN ANCNSTBECON SITE. UNTIL ` -_ "/ FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. = EXIST \PEDESTRIAN BIRDGE \ \_ �/ �J \ N3, 11 `P !t'+� LINED SKIMMER BASIN \i �k"'/ \ \ I `GgORC£ w. LINTON, t 15.IFEXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO ND YnFE TAMMYD COMPLY WITH THE REQUIREMENTS OF THE PERMIT ANWOR NC'S WATER QUALITY (SEE LINER DETAIL, SHEET C6.2) / PARCEL 149 W104 STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT DB 655. PG. 443 WHNEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS tl� IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED AND ALTERNATIVE BMPS MUST BE / ✓, �1.I�_� +�-- -��_\ - �, - \ \ \\ \ / 1 / /�/ I I IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. EXISTING FEMA� \ \, \` �\ \ \T \� FO \\ r�rr // O _ -�� \\ r / Gg01RGE W UNTON, .R. 000.YEAR^FL90RIIAIN(ZONE AE) �> `_ �\ _ \ ♦ �\ I \ r✓ -- L - - -f' D vnFE TAMMY , tt1 t PARCEL 149060 1013. PG. 909 _ \\ -- �1 / E %/STING FEMA -�- __._i- ___�� -- ��\ ` \� -_ ��\ �� \\ \\ \\ ".�' - -- - f / /5001YEAR FLOOOPLAIN SHEET C8.2 1 I TPAP . Ps. E1W t PARCEL 148 048 \ ( \ \\ De n4. PG. fist � \\ _ _� l\\ . ` \ =y I � \ \�\ /i \ "� � /I I' / / q \\ \ \\ _ - -�\ �\ r� LEGEND m / I I \ \ \ EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR - - - - - - - - - - �\ PROP, LIMITS OF DISTURBANCE SHEET CSA R " TEMP. HIGH HAZARD SILT FENCE . t1 I J-_ -- I- -� -� J 1 / � � / / p °s P eo �/ ` � Pi � 3e oy H•¢ 'wy°y, . .e a / , �\ ,( ,y v v`v \ v A \ vv vv \, , � \ , 1 \,1 ;v lt v I vv v \A A v l� V � \ v vv \ I I v 1 1 v 1 1 1 I ,`�, l , I �� / / >/v� �C � A�� v� /x% \ v I PROP. CONSTRUCTION ENTRANCE PROP. POROUS BAFFLE PROP DIVERSION DITCH �/ /// 1 I I PROP. ROCK CHECK DAM CONSTRUCTION SEQUENCE: - - / / r1 k \ ° Yee T \ \\�_ \ \ /'\ I / I \„ (PHASE / / Q0 / \�` i �\_ \\ \. // \ i� / %� / ` ,_ -_ TEMP. SILT FENCE OUTLET NR PRE - CONSTRUCTION PHASE PHASE/ - -J 1. RECEIVE GRADING PERMIT FROM NCDENR 1 ` \ \` \ \ \ ( \ \ PROP. STORM PIPE - 2. SCHEDULE PRE - CONSTRUCTION MEETING WITH NCDENR INSPECTOR �y \ \ \C JOSE SCHEDULED ACCORDINGLY) \ \ \ \`��`1 \ \\ \_ / I ESTIMATED LIMITS OF WASTE 3. NOTIFY NCDENR EOC REGIONAL OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING c =� zw LAND DISTURBANCE ACTIVITIES / w M >II Ev \ ��_ v� \h. /- 4. INSTALL CONSTRUCTION ENTRANCE _ I 1 \ A R u \\ \ 6 / t II EXIST. SANITARY SEWER PIPE ag y 5. CLEAR AND GRUB ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS PO6]y, -f, �� 6. INSTALL PERIMETER CONTROLS (E.G., SILT FENCE) I I I / / -y -- - %-" -� - -TI \ �� 1 �� I EXIST. ASPHALT GREENWAV T. CLEAR AND SEDIMENT BASIN FOR SEDIMENT BASIN S. INSTALL SEDIMENT BASIN(OUTLET STRUCTURES AND SKIMMERS MUST BE COMPLETELY /`/� \\ �� ✓ 1r INSTALLED AS SHOWN ON THE DETAILS BEFORE PROCEEDING TO THE NEXT STEP. NO I I \/ 1 - �i' _ ' -�' / / II E %I ST. FEMA FLO.. ADDITIONAL LAND DISTURBING ACTIWTIES SHALL OCCUR UNTIL THE STRUCTURE IS �) I I \ /` _ ✓'_ "J" /�- / COMPLETELY INSTALLED). THE SEDIMENT BASIN SHALL BE STABILIZED IMMEDIATELY ` / AFTER CONSTRUCTION. THE STOCKPILE SHALL BE SEEDED AND MULCHED IMMEDIATELY 1 �_- I� V -_ /__� / ,`1 11 I EXIST. FEMA 100.VR FLOOOPLAIN UPON THE STOCKPILES COMPLETION. -- 9. INSTALL TEMPORARY DIVERSIONS AS SHOWN ON THE PLANS TO DIVERT FLOWS L- -- / / / L__ A TOWARD BASIN 4 \�� \ 11 EXIST. FEMA 500 -VR FLOODPLAIN 10. APPROVAL FROM THE EROSION CONTROL INSPECTOR MUST BE OBTAINED BEFORE PROCEEDING WITH PHASE 2 OF THE EROSION CONTROL PLAN r I II II I NOTE: SITE CONTAINS ASBESTOS, ALL WORK = S EETL5.3 GRAPHIC SCALE SHALL CONFORM TO ASBESTOS MANAGEMENT PLAN PREPARED BY OTHERS. you'dlg. ( IN FEET ) 1 inch = 100 ft. a E a 8 ao iy Callon W +I R MCA O' LICENSE NO. .••� C -0587 f'Oy... Q �` m pw F oss U U j cWmi I m n In n N Z z J J a LL O I..1_ 0 Z Z J O U W fn Z cn J O Q J_ w 50 CL w O z a Z Z � W Q y Z < Q z O LL a w > U >_ O Z V V US Z PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS DRAWN BY: NWS PROJECTNUMBER: 8412.609 ORIGINAL DATE: 1OW014 SHEET: C5.0 �1 I SHEET C5.1 I / I / I / I / I I I I tSHEET.2 E 10PYEAR FLOOOXISTINGFEMA PLAIN (ZONE AE)� / I SHEET C5.4 / I / EXISTING FEMA I J I / 100 -YEAR FLOODPLAIN (ZONE AE) I / I � SHEET C5.3 COTTAGE COVE LLC I / PARCEL 152 098000001 I / SHEET INDEX \ I ESTATE1189 -840 NOT TO SCALE I / I / _ WEST A 7A8ERNACLE \ ` / I / LEGEND PARCEL 153 116 / --___DB 951, PG. 725 \ I I / EXIST. MAJOR CONTOUR COTTAGE COVE LLC EXIST. MINOR CONTOUR ---- - - - - -- _ \ I S \ EXISTING FEMA I EXISTING FEMA I � / PARCEL 152 098000001 WEST A TABERNACLE 00.YFAR F�LOODPLAIN FLOODWAY ! / ESTATE 1189 - 840 PROP. LIMITS OF DISTURBANCE PARCEL 15305602 DB 1032, PG 791 /\ \ / -__ � _ / \// S � / TEMP HIGH HAZARD SILT FENCE �� / I-xI PROP. POROUS BAFFLE 4- i-- Fi-i -- /� EX. SSMH #10 PROP CONSTRUCTION ENTRANCE ROWAN COUNTY HOUSING PROP. DIVERSION DITCH — - . — — — — — — — !\ AUTHORITY PROP. ROCK CHECK DAM 0 `EXISTING FEMA PARCEL 152 027 FLOOOwAY ESTATE 741 -39 TEMP. SILT FENCE OUTLET WEST A TABERNACLE PARCEL 153 074 _ PROP. STORM PIPE DB 949, PG 542 / ESTIMATED LIMITB OF WASTE EXIST. SANITARY SEWER PIPEXIST, ASPHALT GREENWAY E C CCUST ST R�� , PO SILT FENC E 4 D �OBRL)cVENE� EXIST. FEMA FLOOOWAY R Tq X - - s MAPPING IXIST. FEMA100.VRFLOODP AIN __________ //, EXIST. FEMA 500.VR FLOODPLAIN �llY / /�� Tao GERTIE G. McDANIEL ' Y /// l ! l $1 (Al I VICKIE M. WALDROP zz PARCEL 153 076 / / /// / / / ! d % /� / / / / / /' / / /' //' / / Z40 ^, ^ n 1 b PROP. LIMBS OF DISTURBANCE (TYP.) ESTATE 08E - 112 / % / /� /� // / / �i / /// / '/ / I / / � - / / //( / // y / �/ /� / l / � / / // �/ / / / '°s 4' / I I I I i� � ? /� TEMP.- ACCESS)ROnn /g/p/ j AI� /loll - I�IIIIIII III III /' PROP. LIMITS OF DISTURBANCE (TYP.) IIIIII I III \ \ \,y1� I I I III // / DD / \ \ \ \ y� \ I ` ^ n of — _TEMP. CONSTRU ENTRANCE 1W RCP PROP II.�IBI I TFENCE"P.)l ROP. TOPSOIL STOCK . P - -� -N�- >eo 111 IIII IVII II II 1 �� I V/�I Il I I 1 I ��•j / / / /j /'/ � //// / / 1/1 / 1/ 1 / // /l l/ /ll1� 1 / 11/ / / /// � / / / / / / / / ' / ss Z50 � / J C� HEC N- SILT FENCE (TYP. AT CHANELS) PROP. DOUBLE ROW DAN (TYP) � \ ` = /� / — /p /Mv /0 i // i �IIII� jii %// / / I /l�lll / // /�n / / / // '�' /�� MATCH LINE Ci5.1 - --_- -� / MATCH LINE'C5.2 1/� A �IIIIIIIIIII I l� I I l ERTIE G. MCDANIEL / IIII lull / OIII I IU'�IIII/ l /j/ �� /j / / /� / / //l / PARCEL 153057 x A j �—� EMP/ . DIVERSION DITCH/ T DI( ) DB 622, PG 471 I I v7 Ex. ssMH# n DB 1102, PG 436 / - Il �ll A a /i /�i./ / 1 1111 / / /l�l / /i / / / /II/ \ / / II / / / / / / / * � >5 \ \ ROP. SUITABLE MATERIAL STOCK PILE/ $ �6 1 1 I I / IIIIIIIIII 1 I EX 18 "RCP � /f / I/ // / / / / / / / / /�/ � 1/ '�•,� �� // IIII�IIIIIII 1 v i I/I I / /ll 11 llll /lll�1 jl/ j1`' l �� GRAPHIC SCALE // EXISTING FEMA MEAR FLOODPLAIN(ZONE AE) MATCH LINE C5.1 IN FEET MATCH LINE C5.4 1 mn - 40 it D . j -I'/ �-ii' /iii / /� /� NOTE: SITE CONTAINS ASBESTOS, ALL WORK ,2 ' � j //0 ✓ I I Il // 1 50,; � /' I SHALL CONFORM TO ASBESTOS MANAGEMENT "'' ` PLAN PREPARED BY OTHERS. /! ' NaDri Ia6eayoudig. 1.0% MIN.SLOPE(TYP.)N/ EX H# SSM / a E a 8 a a i W �+LMCAR��' /' If LICENSE NO. .•.� C -0587 c m pw F oss U U j a � a N 0 � z c J r Q 1.L 0- 0 Q � J O Li- J z = � w a Z z O O Z cf) Z z aN � U >_ W 2 0 z PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS DRAWN BY: NWS PROJECTNUMBER: BN12.609 ORIGINAL DATE: 1OW014 SHEET: C5.1 LEGEND EXIST. MAJOR CONTOUR SHEET C5.1 NOTE: SITE CONTAINS ASBESTOS, ALL WORK EXIST. MINOR CONTOUR — — — — - - - - - - SHALL CONFORM TO ASBESTOS MANAGEMENT PROP. LIMITS OF DISTURBANCE ri PLAN PREPARED BY OTHERS. TEMP. ACCESS ROAD TEMP. HIGH HAZARD SILT FENCE — X —X —X- / / PROP. POROUS BAFFLE GRAPHIC SCALE -map /+ I TEMP. CONSTRUCTION ENTRANCE PROP 1.x CONSTRUCTION ENTRANCE - `Tf�"` %"` SHEET 5'2 / -- PROP. DIVERSION DITCH -- - - - - -- \ I I _TEMP. CONSTRUCTION \ \ \ I I IN FEET I r ENTRANCE PROP. ROCK CHECK DAM 1 inch = 40 ft. _ � \ TEMP. SILT FENCE OUTLET SHEET C5.4.� I; rc /^ N� �— a =_ _ — ' \ APPROXIMATE ROAD LOCATION, �TO BE FIELD VERIFIED BY CONTRATOR PROP. STORM PIPE ESTIMATED LIMITS OF WASTE i ^\ _ ST. SANKARY SEWER PIPE SHEET C5.3 �+` \,— /� — _ ��CUST S EXI T. EXIST. ASPHALT GREENWAY — _ — — — — — SHEET INDEX \ ��► \� — /II EXIST. FEMA FLOODWAY NOT TO SCALE � �g0 �, –' � � / / / /// ;�` – _✓ � � \ �� \ \ � –�_ _ �l l � \ �\ � �� IIII � 1 1 EXIST. FEMA 100 -YR FLOODPLAIN / .MATCH LINE C5.1 x PROP. TEMP. 15" CMP - - - - - / , r v ��- , // 1 Aj11 I E IC BENNETT 1 I EXIST, FEMA 500 Y FLOODPLAIN V \\ »P i - \ I I I I I 1 (/ k I I � 1 III �I I� / PARCEL 149 MATCH LINE C5.2 D 1138, PG 659 1 1 I I I 1�TEMP.ONERSION DITCH/ MIN. SLOPE (TYP.) ROP. SUITABLE MATERIAL STOCK PILE // r/ \� \ \J // I I I IIII fill/ I I I 11 I I I ► pis \ / III l l l l I I � 1 II yh — II//♦ I I I I ^yy \ I PROP. LIMITS OF DISTURBANCE (TYP.) ca / •r 15� / 1` I TEMP. ROCK CHECK1 DAM7 I Ilv — \V j AI I 11 11 ��Illl�j I Q IIIII IIIIIIII / GEORGE W.LINTON,JR. I I AND WIFE TAMMY D. I /i v , 1 1 /l/ i I %��/ // � i % / /ii i3 nxce2min �ii ! / / / i i / / T /�...�n 2m n / i�i / // I � % i / / / // / i � / � 1 / / / % /� / i //% / �/ / /j //�� / �,1 i� i�/ ,/ / / /� � // �r /� < 1 I v ✓ I I I I I I I l I l l l I / f / / / / / A / / � / / /� _ - -� I II � �1 I I � �1 �I / a/ �I v / � vv ' / / / / '� / J / r / �/ � I � � �I l Il / I / / I / IIl � v Cmo/ I�/ / = _/ / PARCEL � 149001 02 1 1 1 I 744-- - -' 39/ os63s,PCSO / Uz� %i d I I 1 I 1 I I I 1 I I \ ✓ / / / / / /�• A/ \ — TAMMY B. LINT 01 mI H — — — — — TEMPMDIVSERSION DITC NLOPE PARCEL 149001031 DB 801, PG 874 ✓ /r // d / / v/i v / I � � IV I I � �� V I I _ - / – / v – t I��III�III- I/ GEORGE W.LINTON,UR. \ I \ v��vvvVvl I AV iii /l j i I V yv v �v v I II II II \��IIIIII\ V. AND WIFE TAMMY D _ PARCEL 149770 D61030,PG703 � GEORGE W. LINTON, R. ETAMMYD PARCEL 1490010 4 LINED E DB6 55 , PG 443 LINER DET AIL, SH EET CS.]) II TEMP.ROCKCHECK / 1 `DAM TYP.) \ // / \ \ l i _�39 / / I TEMP. DIVERSION DITCH I\ \\ \ \\ 1.0Ya MIN. SLOPE (TYP.) / \ - - _ / - GEORGE W. LINTON, JR. PROP. SILT FENCE (TYP.) i -- �/ \ \ I \ \ \ / \ l l\ / // % I\ \ I ✓ - _ _ - �� - _ // � / AND TAMMY D. \ \ \�� / I I � \\ \ \ I ) / I I I I / \ 1 •/'�/ __`_ �_ _ =,,,,, _ � � PARCEL 149060 DB 1013, PG 909 IT ��\ I \V 1 Imo_ -� ✓� � v V vv v vvVAv \v v l II � � � V I I �`� � - -_ iiii -, -r4a_ - � _ - -_,� � I PROP. LIMITS OF DISTURBANCE (TYP.) / I vvvvv v �� v MATCH LINE C5.2 I��Jii v� ✓i `� \ \\ \ \ '\ \ \ I I \ \\ \ \ ✓ / _ - /�=_ a iii -`_ - I "" �` \\ MATCH LINE C5.3�v v ateV Ex. S^vG A \ p \ V�ti �ti� v_v vv v A v A v - - -� III II V _V A l l l� ✓ r� /�� / /i / / %.; .� 1 A \1 /// .. EX. .Ha \\ \i \v i bofm youdi . a E a � � -o Uy w M W +LMCAR��' /' e i LICENSE NO.'.•� = C -0587 c ss Y 6 027971 = 3 � 8 a a � J J_ EZ 0 Z Q _ J d (n LL O J N Z Z Z U N O z z Y z W W a z N O 2 0 z 0 Z PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS DRAWN BY: NWS PROJECT NUMBER: BN12.809 ORIGINAL DATE: 101812014 C5.2 \ Ih \\\ i 1 % i �_.� -�' III\ EX.3$MHX1 / \/ f /� Ali /J� \� \ ✓� — � MATCH LINE C5.2 j�� \, �� \\� \ \� � \\�\ �� \ \\ \\ III I \ \\ \ \ \\ \ ,��'✓ �_il /r i' /i% /�1' \ \ / \ \ ��„ I \ \ I MATCH LINE C5.3 EX.SSMHp2 TEMP. ROCK CHECK PROP. DOUBLE ROW / / ( 1 / / / /�.-_ // \ I I DAM ITYP.) C / l �7% / //> l /� ==-• \ \` I / SILT FENCE (TYP�ATCHANNELS) C \ \ \ \ \ \\ \ \\ \\ \PROP. TEMP. \ \1\ \5 � " � C\ M ?�- \TE1y .M0 I%PI MDI I II VN E. SRLSOION DITCH PE \ \ \ �\ \ EX 8" VCP �i \\ ROW ��\\ F�Yr PROP. SILTFENCE-- \ �/" PROP. SILT FENCE; viii AT CHANNELS) \ ry r \\ i�%i OUTLET (TVP.) (TVPJ - OUTLET ' \ II I I � Nj ' \ �l )\ �\ I I b.i !/r /i 11 III I II IIL�`�\ / //� >1 \\ \ \ \ \ \ \� _ /�� // \ \\ \\ \ \ � - �"�\ - �� vA \ \AVA�AVA M\ 0- �-�+ ta4\ \ v f v '� \ \ \��PDi\ 4\ �[�v C/ \f1 �R \ V S\ y $\ / \v\ 3 \ \ — , _ - /1 0 1 0.-VV � / E - A R \ _ _E v / - x�v \ aL v 2 �S�� Sv \ � M \ �\HV �\ f A\ k v v� v V O sV \ \ v \\v v J b \ \ \ A\ \ \ \ A A \ v v \ \ \ ^v \ V \ v V\ � V A\ \ V \\ \ v � v\ AV \ \ M\ A J \ \ � \ o\ v \\lvQ� A \ v r\ vA �\\A / \ y \ \ \v V V\ \ v w\ A \A \ \\� v \ v pv \ v A I\ \ _ \ \ \ v V I.� \I -V I @\ �\ l \ v \ _ \ \ n v \ \v � - \ �v v v \ \ v \ �\ 1 \ \ I � w �\ \\\ A _ 1\ \ v \1 lA \ \ •1\ \v ,\ � / \ 1 \ v \ \/ � -\ v v \ \4\_ 1v��/ \\? v � 1 I \ � v �V v �\ � a\ \V \ v\s ,\ v \ J \ � \ � V \ \v vv \ '\ v�A \ / \ � \ �\/ v 'o \ �v \ 1 �a v �\ I \ \ a\ 1 � `\i s \\v \v \ �V\�\ v \ \ I A\ v \ \ A ' \ \ � � v _ v V \ � v v \ \\ \ \ \ � \ \ A 1 A IA \\ � Y � \ v v v y \ \ \ \ \ \ \ v -A A\ \\ \ \ A v \\ \ I V v L �I \ / �v I \ \ \\ � \\ A \ \ ' \ �v A V� � \\ \V \ \ g \ \\ \ \ v v - A \ \ v \ \� \ �\ \ � Iv \ \ p!\ \ \y \ � v AI V A \ l\ � . v � \ -A) v \ h \ \v Al \ vv V \ _ vA �\v\imvA \ Al\ v44 � v �I�v \v, w�\ r \ A\ v\ \v \� \ AA \ v A V \ V�o - v ` A V \ \vAv ��_ \ V \\ 1\ 'v 0 \ � v _ �\� A \hv\ A � v Ap � A / \\ \/ vv 1 \^ \ -\\ \ \ \ I �\ \ 1��` QI A I v\IVI�� v \ g vII\ 1 1A\I�1 A v1P 1 I\ A V � 1 I v V \ IA N 'V 1�Iv I Vl \ 1 j \ � I11 \O II 1V \\ \ �1A l Vv I \ \ � I vlI1 JIIV1I A\ �1 1 1 II I1A v I\� / I A \ \I 0I jVA \ � I v � � \ A1 vI \ 6Il \ I N \ \ I \y \I V I I A, A 0 I \ �A �\ I � N \ I \\ V \ \ \�1 \\ V V` � \ \ A \ \\ 1 3V NI v\ v\ \ \3yv\ \\ \ — A A A \ I � vI(im, 1A \ I\ / \ ` 1\ I\ VSrA A \\ A�,I1— v �l � 1 1 0 \ 1 A A \ IA\ i \ 1 .A �1 �\ \G \) 1 V \A v, a\ \� V\ \ v � \0 1\ A � ` p \ � A � �A v% �I = AJ A \ v \ \ V\A= A A1 \ v\ I1 \v � �A\ / 1\ S v �� / O A �\\ -J .\ v V V� \ 'A j v \ 1 � \ V\V � �, .-1 / �V v \ � \ 1 V\ V `1 v\ \ v� — \ V V\ \\ / \>\ A � \ \ v v\ \ \ \ ' � y Avv v_� \ � v _�\ / V V \ _ v \ �v \ ' \ > � w\ v 2 �v_\ /\ s_ A \ \ ' � a v A s/ v v A - �\ v , \ , —/ vA �\\ _-`vv _ vV\ \ J ? \ 3 v _ _\ \ v v A \v — \ a�. V\ \ v / A V " C _v\ \_ v v\ ` � A \ �1 ` \ z � \ \ v T _ v 8 \ \ I vV \ \ \\ A v — v \\ v � v v \ \ I A Av v \ Vl\ \ \ \\ y \ l �vA \ � / \ \\ \ I \ IV\\ \A vv � V v\ \ vv vv \ v\ \ V � \ A \ \ �A \\ v Pv \ \ \ I \ AI \ \ AA l I \ \ AA AI \ v �� + \v T V> VV \\ � A A \V \\\A \ E V\ \ I \A \ � A �v\ I A 1 v I V A� l 1 \ v IV /1 1 \� \ I 1 \ G/ � \ \ 2 v I L I/ \/ " / - l �I \ -X— , tt \ I / . V1 �A 1 / `i 1 A " // -/ V 1 _ A � � v - \ /l �\ 'v / - . ` 4 � \ v i f - i ✓ � � \ A \ 1 — 1 1 � 1 /V \ 1 % -� v ' x VCd _W yAV A\ \\A\ �vVs \ p \ \�v \ \`�p \� Z �\HEOIZGE SRIGKEN;� T I I \\\ CEL74 � \I \ P6 -770- IN Sl / \ A� \ II\ p I \ II\ A \ IIIII 4\ I\ I1 I I I/ I II I I II, " \l III I 1 I I�\II 1III / I I I I 1 �I l 1 ' 1IIII \ � p I I II \ III% �\IIIV 1 I1IIIII I II I1I I vj / I \ IIII I I I I �V \ 1 I \ 1 — 1 E V II j I �I IIII vI \ I I I I II \A Iv I Av \ I \ b EX UTILTYEA$EMEN\ dam\ \ \ L. NE) 98 .s• cHAmL `FENCE PROP. DOUBLE ROW II A II A AI \ A I I I1 ' I IvV IINI I ' I/ I II I \ I IvA IA I1\ II I I\ II \ \ I� � II I I \ I �I I VI I I I II I , I A A I I 1 \ B� I IIRI I �iII 1I � I I \ I i I I I - \ C I I - I I / I I •I .1 v I I� / C - / � II ° I I I / -\ I 1 1 I F I 1 I V i II I I'I I t I \ � \ \ \ - \ _ Fv I � I Z I W ILT FENCE(TYP. AT CHANNELS) A RALPH C IAA \ I I II IIII %OLA_HUGH� m PARCEL 148 151 � A\ Ex. coNCR TE DB �6 PGdiO A A I I I I I / / \ I ^ AA /I EX. CONCRETE I WALL III 1 11jIh 1l � O I 1 VNA Oa \ \ \ \ A AA v \V EX SHEDS F - RANDY T. HUGHES \ W V PA A\ \ Ex.IGRAVEL! j N D6 1065, PG 567 -PROP. LIMITS OF DISTURBANCE(TYP.) A \ \\ EXSTING FEW I C I � \, \ T y T A v II EX, HOLE IN ROAD FLOODPLAIN (ZONE AE) N xa ]3]- v A A\\\ WILLIAM .TILL PARCEL 1 050 \C \ XIM Te 1 VcNSr VUC Tlg s \ D13 769, 1 I p LEGEND EXIST. MAJOR CONTOUR ON8TRClION EXIST. MINOR CONTOUR ---- - - - - -- PROP LIMITS OF DISTURBANCE TEMP HIGH HAZARD SILT FENCE -x —x —x EX. EDGE OF CONTROL POINT MEN N 653¢31 81' NO GRID PROP POROUS BAFFLE 60D NAIL E 51.NCGRID PROP CONSTRUCTION ENTRANCE LEV 7 FROM CON TROL POINT 1 TO 2 SOUTH 93' WEST, 129.29'GRD PROP. DIVERSION DITCH OR 729.90' GROUND PROP ROCK CHECK DAM EXISTING FEW TEMP. SILT FENCE OUTLET TF-YEAR FLOOOPIAIN (ZONE AE) PROP. STORM PIPE I ESTIMATED LIMITS OF WASTE cRaPx>c SCALE EXIST. SANITA SEWER PIPE NOTE: SITE CONTAINS ASBESTOS, ALL WORK EXIST, ASPHALT GREENWAV SHALL CONFORM TO ASBESTOS MANAGEMENT EXIST. FEW FLOODWAY 11N FEET EXIST FEW 100 -YR FLOODPLAN PLAN PREPARED BY OTHERS. 1 non = ao fL. - - — - II I I I I I I EXIST FEW 500 -YR FLOODPLAIN c I SHEET INDEX NOT TO SCALE I I I I I e ..� w " s a � a E n : LICENSE NO. C -0587 0 U J Q J � N 0 w a z z r w a < > US c LL 0- 0 a O J [if O J =' O Z U z O O Z VJ Z 2 � aN LL D o�s PROJECT INFORMATION PROJECT MANAGER B, IG DESIGNED BY: NI DRAWN BY: N% PROJECT NUMBER: BN1: ORIGINAL DATE: 101& KROW Wharf below. SHEET EX 8��VCP Call before you C5.3 ExlsrwG PEMA� � // EAR FLOODPLAIN (ZONE AE / MATCH LINE C5.1 y/ �I�III v // AIgT H,LINE C5.7 v / �I V / /ir / /i/ y MATCH v LINE C5.4 r lI I I vv vV A l� ll /J I LINE C5. EXISTING FEMA 2 w EDJ -YEAR FLOODPLAIN // / � � l v / / l c � / ri / /ii/ ri /ii ice/ ✓ I I i - - -- / _ // /� / /q / / / /// / f✓ / i I - - -- - _ / /i EDWIN J.,SFAL`K, JR. / / / / / /// TEMP. DIVERSION DITCH 1 - - - - -- - - -- - -- PARCEL 14804 EX. SSMH�lI /\ /.-,/ \` / �/ / /�j /j� / / //� I I I- MIN./SLOPE OW.) / _ i /,� / / /iii r {�4, 91 i' V/ �— PROP. DOUBLE ROW /// �T / r = / / /�/ U, / I \ STI GFEMA /// 1SILT FENCE (1 ". AT CHANNELS), / / %/r / r I l / 1 too -YEAR FLOQDPLAI j�ONE A£I- / ' �/ �/ /� / /� - v �-_=�� ? % /// iii / /ri / /ii � //✓ // / / / =_- - / / / TEMP. ROCK OAM ITYPK / /� / /// ✓ \ %///1 i� PROP. LIMITS OF DISTURBANCE (iYPJ /// /i i i / /� /// j / //% /1 O ASPHALr %Vi 1111 h / �� - v / // 1 l� / / _ �i / /i / / �NICA/?r �p \1� i i \ -- - -"—�� / / sass \ //" j// - - - -�� TEMP. / � i� - -- -- - w _/ / •�s•�� /�� 1 I v ii %= =_T9, // // \/ _- `�� _ _� \\ PROP. CLA933= — FILTER ITYP.I //i �✓ // / / / / / / / / / /// I �`_9'= fii // / -� 3- I I / i i �_�4v /// RIPRAPAPRON� x /'/ / / / ly LICENSE N0.'. w 3 I I A / V v V w �/� r / X11 /// /� SEEDETAILBHEEr c6.6. �,' ..% r / / 11 II / I C -0587 1 \ \ PROP. PRINCIPLE _ L • 15'� / / 0 0 / SPILLWAY ARMOR WITH W1.5%WZ =1T' /_ = 11I1�i1 EXISTING FEMA y� \ - - - - _ - � \\ \ y -C •E // �/ / / 1 \ \ PLASTIC T - D.E FLOOOwnv 7 1 1 1 I -�� v /ice v /," Q / wiorH�zo�D 1 EX,RIPRAP // // /�/ IIII I l 1 Z\ / / v s]' N,�r v /� IIII / / ✓ In \ RI / v Hun11U W `�° I - / \ �� _ /� / / / \ ,1 1uvlHrlfnr �'�__ \ i/ MSSLLFG7.00 1 I I � I / / r r TI1 � N ) / / / r / / 8 ' \' / �• N CARD INV. OUTnWSS• 1 \\ 1 EX SSMH413 \ \�•s \EX 18 "RCP \``� \ \\ 0 �� /�/ / //� 1 / / / / / / ` EX. CONCRETE 1\ ro / / \ \ / r /TEMP.S63L OF 18" 1 �,' .�A2 \� 05EAL E% CRETE / \\ 1 / / / / l / / \ \ \ \ / r / / HDPE SLOPE GRAIN I \ \ ®27971 $ v�� / I V A V ( ( I I I E %63T. PEDESTRIAN BRIDGE LINED SKIMMER BASIN \ - - r idj4 CJMf ply,`` EX >` \ \ \ \\ _ / /_- \ \ \ \ \�\ _ -_�� / \ \\\ ( \ \ 2 J \ \ \ �\ \ ( r I \ �\ \ (B EE LINER DETAIL, SHEET C6.2) ;tON A.3�31 \a 4 FAIRCLDTH \ \ ` \ \ \ \ \ 11111511 -,SKIMMER W1 BAFFLE.O:R POROUS (SILT FENCE MAY NOT 1 \j —___\\ CBE USED AS BAFFLES) \ IBTING FEMA S^ r \ \� �----- -_ - - -- - � \` � \� ) �� \ FLOOOwAY A AA A _ Ex. ssmn46 �Ex 16 ^RCP �� - -- I I A�, �� AA \\� fi� - _ 'li�A �vw ____ \ � \ \ \PROP. Cuss \ _. RIPRAP APRON \ \ \ \'SEEDETAILSHEETCd6 \ \ EXISTING FEMA /// 1013 — FLOODPLAIN(ZONE AE) / / \ PROP. LIMITS OF DISTURBANCE (TYP.) \ \ \ eg\ EX. SSMH4?'�� v� \ \ \� ��_ r 1 �VAVA .11.V A LEGEND \ \\ \ \ ` \� r \�� TEMP. RING T TEMP. 13i LF OF 18 \\ \\ \ \\ \\ \ \�\ TEMP. ROCK CHECK \ FILTER (TYP.) HDPE SLOPE DRAIN EXIST MAJOR CONTOUR � J \J\ / � �� \ \ \\ \ \ J �� EXIST. MINOR CONTOUR ---- - - - - -- �\ \ \\ `\ I / / // � � \ �� \O C`,� \ \ DAM v __ v, / I�A v TFE \ w w \ \ \ �� PROP. SILT FENCE ITYP`I� PROP. LIMITS OF DISTURBANCE �� vA v AA \�VvA vvv v v v _ Ex. e•vcP TEMP. HIGH HAZARD SILT FENCE — — — r/ \� �\ \ - -� \ I -XI —I XII I XI —I J-_� �mr �' c.� \ 11 \�\\ \� \�\ \�\ ��i� \ �• %/ \\� \� PROP. POROUS BAFFLE PROP. CONSTRUCTION ENTRANCE NAR NARAYAN c c PARCEL 148042 _- SINE C5.2 PROP. DIVERSION DITCH �. . -. + +� - - -- -__� P.DP/ERSION DITCH DB 1064, PG 157 ___ - - -- - _ _-- -- - --- % ��w�� w vow\ LOPEIrn.) o PROP. ROCK CHECK DAM y - -_ AAA _ S �V��V�A� ��Lti ��4� AA � MATCH LINE C5.3 �\ z TEMP, SILT FENCE OUTLET \ \ \\\ \ \\ s \� \I L V ov v v III I�B IF— ' °3 wvv vvv v 1 N, I PROP. STORM PIPE I \ \ — i / �� U3 ESTIMATED LIMITS OF WASTE A A_ AA V —�_ - - —� - -� �/— — - -- A \AVA \�� VAAo`�VA A VAy \� AAA r O v v v v v / /, /iy�� V A A v v �A A A�AAA v `V � v v EXIST. SANITARY SEWER PIPE DEBORAH J. HASLACH \ \ \\\ \ \ \\ _ --- - - - - -/ �\\ !_ \\ \ \gam \ \\ LIJ Z PARCEL 148 044 CORY J. OTT v v y _ r _��, - - \ A v v vvA \ V A AA0 AVA� �- �ti DB 1147, PG 599 \ \ \ \( ,,��,,\ \� \ \ \� \ \ Exlsr. ASPHALT GREENwnv _ _ _ _ _ I ARCEL 148045 �� v y _ Av vvAAAAV� VAA \VAO OVA Aw t lc -v 11 141, PG 380r � w� _ / Av vv\ vv v VAA VAA \\ vvO�� SzeA Z EXIST FEMA FLOODWAY I / / / \ 7 _ _ / \ � i i \ \ \ \\ \ \� \ � \\ \ \\ \ \ \ \\ � \ �\ \ LL IDS 74 PIG 360 CORY J. OTT v v 1 1 G — - / / / / /'� � � v v \ a, A ��AAv v v vv�v� � vv �� v vv � � PARCEL1408TT vvvl„- �-_�'�/ /y/ / / v 'z vvv �vv vvvv \vv\ � v v v v �� Z \\ PROP. DOUBLE ROW EXIST. FEMA 100 -YR FLODDPLAIN 1 \ - \ \ \ $ \� \ \ \\ \\ EXIST FEMA 500 -YR FLDODPLAIN AT CHANNELS) cn CORY J. OTT EDWIN J. STACK, JR. Q LL J SHEET C5.1 PARCEL 148227 PARGEL148048 v v�� - -��- Q z / DB 743, PG 360 / DB 574, PG 891 \\ \ \ \ n° Q vvvv \vvv -'C .22 v z z \\ - U Ur v Avvvv m �m \ v Z O ti SHEET C5.2 \ \ \\ A w -- \ \\ \ �� ;,� EXSSMH45j? o a ET ST ;T SHEET C5.4 \1 II I \1 _ / \� �5&a,P--7 I I I I I \ \A PROJECT 71INFORMATION v PROJECT MANAGER: BAM SHEET C5.3 GRAPHIC SCALE DESIGNED BY: NWS NOTE: SITE CONTAINS ASBESTOS, ALL WORK ' DRAWNEY: NWs 0 6 0 o ao so SHEET INDEX SHALL CONFORM TO ASBESTOS MANAGEMENT PROJECT DATE: 10 2.868 ORIGINAL DATE: 101812014 NOT TO SCALE PLAN PREPARED BY OTHERS. 1 c IN FEET) inch = 40 ft. IlmwwiM1 below SHEEr: Call helve youdig. C5.4 CONSTRUCTION SEQUENCE: a a EROSION CONTROL NOTES: - - - -___ 1' I GRADING OPERATION (PHASE 2) 1. INSTALL ALL PERIMETER EROSION CONTROL MEASURES. 1. DISTURBED AREA: 22.36 ACRES -� f 2. CLEAR AND GRUB AREAI(SEDIMENT AND EROSION CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE INSTALLED). yS, m° 9. STRIP TOPSOIL FROM AREA I, PLACING TOPSOIL IN APPROVED TOPSOIL STOCK PI LE LOCATION. .2 2. AREA TO BE STABILIZED WITH VEGETATION: 22.09 ACRES REMOVE SUITABLE MATERIAL FROM AREA 1, PLACING SUITABLE MATERIAL IN APPROVED SUITABLE MATERIAL STOCK PILE. 5. CLEAR AND GRUB AREA 2 (SEDIMENT AND EROSION CONTROL MEASURES FOR THESE AREAS MUST ALREADY Be INSTALLED). W 3. SOILTYPES: CfB - CECIL. URBAN LAND COMPLEX, 2 TO 8 PERCENT SLOPES 8. STRIP TOPSOIL FROM AREA 2, PLACING TOPSOIL IN APPROVED TOPSOIL STOCK PILE LOCATION. - - - -� M ChA - CHEWACLA LOAM, O LOAM, 15 TO 25 PE CENT SLOPE FLOODED r J, ]. REMOVE SUITABLE THE APP FROM APPROPRIATE AREA 2, SUB RARE PLACING SUITABLE ELEVATION I MAREA 2. E APPROVED E WASTE FROM SUITABLE A 2IN APPROVED PILE. PAD - PACOLET SANDY CL15TO 25 PERCENT SLOPES 8. REMOVE WASTE TO THE APPROPRIATE SUBGRADE ELEVATION IN AREA 2. PLACE WASTE FROM AREA 21N APPROVED LOCATIONS PcL2 - PACOLET SANDY CLAY LOAM, B TO 15 PERCENT SLOPES, MODERATELY ERODED I � � IN AREA 1. Utl - UDORTHENTS, LOAMY AND CLAYEY -_ I 9. BRING AREA 2 TO FINISHED GRADE BY INSTALLING THE SOIL COVER SYSTEM. _ 10. PERMANENTLY STABILIZE ANY DISTURBED AREAS IN AREA 2 WITHIN ]( SEVEN) CALENDAR DAYS OF THE START OF CLEARING AND 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WILL BE STABILIZED WITH THE APPROPRIATE I GRUBBING FOR THAT PARTICULAR AREA. TEMPORARY AND I OR PERMANENT VEGETATIVE EROSION CONTROL MEASURE(S). GROUND STABILIZATION MUST OCCUR WITHIN ] I 1 11. INSTALL DIKE, PUMP AROUND, AND ALL OTHER APPROPRIATE MEASURES IN AREA 3 PRIOR TO ANY CLEARING OR GRUBBING. DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON WEST A TASERNABCIE I 12. CLEARAND GRUB AREA 3 (SEDIMENT AND EROSION CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE INSTALLED). Callon OTHER AREAS. PARCE I / /� 13. STRIP TOPSOIL FROM AREA 3, PLACING TOPSOIL IN APPROVED TOPSOIL STOCK PILE LOCATION. C�7 COTTAGE 0098 LEE / 14. REMOVE SUITABLE MATERIAL FROM AREA 3, PLACING SUITABLE MATERIAL IN APPROVED SUITABLE MATERIAL STOCK PILE. . 1 5. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLANS IS A VIOLATION OF THE NORTH CAROLINA EROSION \ _ `\` OB 951, Pc 125 PARC IF t 119580840 15. REMOVE WASTE TO THE APPROPRIATE SUBGRADE ELEVATION IN AREA 3. PLACE WASTE FROM AREA 31N APPROVED LOCATIONS CONTROL ORDINANCE, AND 15 SUBJECT ].RELIVE. _�- � ESTATE 1189 -640 � IN AREA I. _ i6. BRING AREA 3T0 FINISHED GRADE BY INSTALLING THE SOIL COVER SYSTEM, 6. TEMPORARY SURFACE STABILIZATION MUST BE APPLIED TO DISTURBED AREAS. TEMPORARY VEGETATION SHOULD BE APPLIED �- /� 1T. PERMANENTLY STABILIZE ANY DISTURBED AREAS IN AREA 3 WITHIN T ( SEVEN) CALENDAR DAYS OF THE START OF CLEARING AND TO CUT AND FILL SLOPES AFTER LANG CLEARING AND ROUGH GRADING HAS OCCURRED. '�_ -�\ i GRUBBING FOR THAT PARTICULAR AREA. � _ �l ESTATE 18. CLEAN AND GRUB UB PUMP AREA 4(SEDIMENT AN ERO APPROPRIATE MEASURES IN AREA THESE AREAS MUST ALREADY OR GRUBBING. ]. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRE. IN THE FIELD BY THE EROSION CONTROL WEST A TneERNgc ` - \ \L I \ [sTn 6 _ 19. CLEAN DIKE, DGRUB MOUND, AN ALL OTHER APP CONTROL MEASURES N R 4 PRIOR MUSTALARING BE INSTALLED). INSPECTOR. PARCEL 15305602 �;L, / \ 20. STRIP TOPSOIL FROM AREA 4, PLACING TOPSOIL IN APPROVED TOPSOIL STOCK PILE LOCATION. OB 1032, PC. 191 \ _ / / '\ Q \ I 21. REMOVE SUITABLE MATERIAL FROM AREA 4, PLACING SUITABLE MATERIAL IN APPROVED SUITABLE MATERIAL STOCK PILE. 8. CONTRACTOR IS TO TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING SOIL I MUD ON ACTIVE ROADWAYS. SOIL I MUD - - - - - _ _ / _ �'\ / �11 \ 22. REMOVE WASTE TO THE APPROPRIATE SUBGRADE ELEVATION IN AREA 4. PEACE WASTE FROM AREA 41N APPROVE. LOCATIONS TRACKED ON ACTIVE ROADWAYS SHALL BE CLEANED DAILY. sG \ X - �� \ IN AREA 1. \ ROWAN COUNTY TH0U81NG I //\ 23. BRING AREA4 TO FINISHED GRADE BY INSTALLING THE SOIL COVER SYSTEM. ` YYIILICAI / 9. ALL STOCKPILE AREA DEEMED NECESSARY BY THE CONTRACTOR WILL BE REQUIRE. TO HAVE EROSION CONTROL MEASURES / I i 1 1 j � PARR 115 02/ 24. PERMANENTLY STABILIZE ANY DISTURBED AREAS IN AREA WITHIN ] (SEVEN) CALENDAR DAYS OF THE START OF CLEARING AND \1 SURROUNDING THE AREA IN ORDER TO TRAP EROSION AND SEDIMENTS. THE STOCKPILE AREAS MAY ONLY BE LOCATED WITHIN WEST A TA9ERNACL / l j ! I \/ ` /�1 E6iAlEL]a 2- 39 I GRUBBING FOR THAT PARTICDEAN AREA. -(�w ..•ROB /%/ THE CONSTRUCTION LIMITS AND BE APPROVED BY THE ENGINEER'S REPRESENTATIVE. APPROPRIATE EROSION CONTROL oBR9a9, Pc sae E / / • i// �- __ / 25. AFTER AREAS 2, 3, AND 4 HAVE BEEN PERMANENTLY STABILIZED, REMOVE 8' CHAIN LINK FENCE FROM AREAS 2, 3, AND 4 ��`��f••• �• 7. /ice MEASURES CONSIST OF: TEMPORARY SILT FENCE, TEMPORARY DIVERSION DITCH, SEDIMENT TRAP, ETC. / q ALLOWING ACCESS TO THE ASPHALT PATH. ADDITIONAL 8' CHAIN LINK FENCE WILL BE REQUIRED FOR AREAS 1, 5, AND 6 AS / /h %iii ---____TEMP. SHOWN ON THE SITE PLAN. j •} 10. ALL EROSION CONTROL AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS OF 112 / - _ ACCESS ROAD 26. INSTALL DIKE, PUMP AROUND, AND ALL OTHER APPROPRIATE MEASURES IN AREA 5 PRIOR TO ANY CLEARING OR GRUBBING. LICENSE NO.'. / / / / INCH OR GREATER IN A 24-HOUR PERIOD. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. ( ° / / �G I/ \ I 21. CLEARAND IL FROM AREA 5 (SEDIMENT LACING TOPSOIL INCONTROL MEASURES FOR PILE LORATION. MUST ALREADY BE INSTALLED). C-OSS7 -- / // / / /� �' / / - °` 38. STRIP TOPSOIL FROM AREA S, PLACING TOPSOIL IN APPROVED TOPSOIL STOCK PILE LOCATION. •e 11. THE CONTRACTOR IS REQUIRED ENTRANCES PREVENT EROSION ANO SEDIMENT FROM DEPOSITION ON LOCAL ROADS BY PROW DING / l /l i1 ` n -= ]25� - _ _ �_ I / / Z9. REMOVE SUITABLE MATERIAL FROM AREA 5, PLACING SUITABLE MATERIAL IN APPROVED SUITABLE MATERIAL STOCK PILE. ��R N•• STABIL EA OLIOS DE UCTIO IM S FO SSTOCKPILE O 9T GIG U PURPOSE REQUIRE EROSION CONTROL GERnE G. McOArvIEL II ,Irk / / ^ \ - \ _ 730 q 7 ? - - /- ,\ I 30. IREAREA WASTE TO THE APPROPRIATE SUBGRADE ELEVATION IN AREAS. PLACE WASTE FROM AREA S IN APPROVED LOCATIONS /� /'9'•Sysyo w��.• Q, �` 12. ANY AREA T I HE PROPOSED L T R R STAGING P R EWILI REQ RE ANE T PLAN PARCEL // / // �! 1 - 35_n 3t. BRING AREA 5 TO FINISHED GRADE BY INSTALLING THE SOIL COVER SYSTEM. 1. / / // 1 /n / / -- ( I 32. PERMANENTLY STABILIZE ANY DISTURBED AREAS IN AREA 5 WITHIN T( SEVEN) CALENDAR DAYS OF THE START OF CLEARING AND JZZ171111111111 1]. NCDENR WILL BE NOTIFIED A MINIMUM OF 10 OAVS PROR TO COMMENCING ANY CONSTRUCTION ACTIVITY. - Ili I / / I r fi { / _ °-� _ �40 ` _ `�� 1 TEMP. CONSTRUCTION o- I GRUBBING FOR THAT PARTICULAR AREA. / 5 4 ENTRANCE III - - -.1 1 I 33. INSTALL DIKE, PUMPAROUND ,ANDALLOTHERAPPROPRIATE MEASURES IN AREABPRIORTO ANYCLEARING OR GRUBBING. \ ;1115 t1l1✓ri 14. NCDENR WILL BE NOTIFIED FORA FINAL INSPECTION PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES. /\ �YI i55 - ' -- 1. 1A CAJq o / \\ / / ll� / ('h po f h -- ^`�'� I 35. STRIP TOPSOIL FROM AREA 6, PILACING TOPSOILINNAPPROVEDITOPSOIILESTOCKTPILE LOCATION. ALREADY BE INSTALLED). 15. THE MAINTENANCE CONTACT FOR THIS PROJECT IS: I / �II(� \� I/ 1. �1 /� / •/ �\L ! _ `� - 96. REMOVE SUITABLE THE AALFROMTREA6,PLACINGSUTION 11 MATERIAL PEACE FROM SUITABLE AI IN P STOCK PILE. •- �.O _ \ / $ / o 1 _ _ 3T. REMOVE WASTE TO THE APPROPRIATE SUBGRADE ELEVATION IN AREA 6, PLACE WASTE FROM AREA 61N APPROVED LOCATIONS R NORA ZIRPS I / ( / r �/ AREA $ 1/ _ IN AREA 1. ESP ASSOCIATES, P.A. / ^ BRING AREA 8 TO FINISHED GRADE BY INSTALLING THE SOIL COVER SYSTEM. _ (336)232 -5213 �� j I / / / / /Y // I \ /�,R % -/ 39. PERMANENTLY STABILIZE ANY DISTURBED AREAS IN AREA WITHIN ](SEVEN)CALENDAR DAYS OF THE START OF CLEARING AND 027$71 h� I ( ^1 / SNEETC5.8n Z�\ ` I GRUBBING FOR THAT PARTICULARAREA. Y MAINTENANCE PLAN: j 'III / 11 l / y f I ` I �1Icc 40. GRADE AREA 1 TO SUBGRADE ELEVATION, pgpCELEipGE00t' i 41. BRING AREA I TO FINISHED GRADE BY INSTAL LING THE SOIL COVER SYSTEM. 1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED IN THE EROSION / / I / / //J /I/ /1 // / \ \^ /y I / B .651 1 42. AFTER THE REMAINDER OF THE SITE IS STABILIZED, AND UPON NC.ENR APPROVAL, FILL AND GRADE SKIMMER BASIN. lyO MAf A. M1AA�` CONTROL DETAILS. / / // / / / T\ / I 0 138 43. AFTER PERMANENT VEGETATION IS ESTABLISHED, REMOVE PERIMETER CONTROLS. 2JJTINN3LIT -•f[y \ 2. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE EROSION CONTROL MEASURES AND DISPOSED OF ON SITE WITHIN / RnE G. McOgqgqitL \, l/ J l / j a / f \ �h f \ THE APPROVED DISTURBED AREA. / PB GEL tRbAS] n l/ `�J \ / os ia'" III \ �; /'� / r/' r / I I I I �- NCDENR STANDARD NOTES: _ EXI IGG FEMA �' I I f )) `r / / �l f1 / \ I I I I G[ I 100.VEAR FLOODP (ZONE AE) // 1 /�/ ,C \ -,� / I I PORCEy W. LINTON, DJ ' 1. IF NECESSARY. SLOPES. WHICH EXCEED EIGHT (8)VERTICAL FEET SHOULD BE STABILIZED ' �_ - /^ I ARCB�ETa90ot0p2i �1 _/ WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HVDROSEEDING_IT MAYBE 500 -YEAR FLOODPLAIN % / I \ // j/ �/ j i 1 - - \m / '�° I OR 9, PG. \ \ NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY �// I� 6 BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON A PRACTICABLE IN PORTIONS OF TAMMY O. UNTON 11r THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY JJ �e�i5,v�eer / i I Poe CEL 14900103 CEASED, BUT IN NO CASE MORE THAN THIRTY WORKING (W) DAYS AFTER WORK HAS 9]41 / / CEASE D, EXCEPT AS STATED BELOW_ _ -_ - /'� %/ If / - i jl 1 _ • WHERE STABILIZATION BY THE 30TH WORKING DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. AREA7 \ 11 II AND WIFE TAMM�V1R • WHERE CONSTRUCTION ACTIVITY ON A PORTION OFTHE SITE IS TEMPORARILYCEASED, _ _ PARaEQ IoG 1]0 AND EARTH - DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 30 WORKING DAYS, �/ TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE ]10•x/ y � � / l f� \\\ \\\ � 1 3ALLSEDIMENT ANO EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY °° / / / 1 / / / I \ \ CALENDAR WEEK AND FOLLOWING EACH RAINFALL EVENT. IF PERIODIC INSPECTION OR \ � ST D �'/ OTHER INFORMATION INDICATESTHATABMP HASBEEN INAPPROPRIATELY OR 7T-- EXIST. PEDES_TRUW BIRDGE� / 5// \ RCEw / / \ \ N r \i �V \ urvTON,J INCORRECTLY INSTALLED, THE CONTRACTOR MUST ADDRESS T NECESSARY 48 ELI. MYD \ REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF \ PORCE5T p90010a oe G. 443 IDENTIFICATION. i w 4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES w ]BS I OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL Y I� -- I DISTURBED AREAS HAVE BEEN STABILIZED, ADDITIONAL CONTROL DEVICES MAY BE _ \ 1 780 J REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION ANOIOR 0 FSITE 760 1 SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE 3 - J- - \ -- �'� 'O EXISTING FEMA) ^ -- \\ \\ \� \ \ \Z55 ✓ /-// aicE w. uNTON, J CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. v tr _ 100- VEAR�L90,t]PLAIN (ZONE AE) ?�\�\\ \�� T\\ \\ \ ~\ I \\ 755�,�j G{AND WIFE TAM M / may\ \ \ \\ i L 7A5 PARCOE3 PG 1% 5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD 1a -- �1 _ OB ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. ! „ y 750 ^/954_5_ / THE CONTRACTOR SHALL DAILY REMOVE MUOISOIL FROM PAVEMENT, AS MAY BE REQUIRED. w w w II yyXIS LNG FEMA) - / __ -� 1l`\�� \\ \v\ \ \ \\ - -il� -) \\` \ ' ✓rr ✓r 140AREA6��]j' -- f /� 6.TEMPORARYDIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING o r p ,4500IYEAR FL PEON II1r. - 745 ` _ -_- 735 - �_ _� / _ CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND /OR TO DIVERT a ,' I -- I _ - _ - - -_ `X� \\�io \ \ /✓ I �- == fi��i- / SHEET C5 .T SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. T. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH i SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE 1T,0_ '\ \� \\� / !'�+�� ,��_ - -\ -,/ �� DONALD &D NU PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES t..1 \ AqR ELAt49A059 P B.ACOPV OF THE INSPECTIONS RECORDS AND RAINFALL DATA MUST BE RETAINED AT THE y - -- 0064 / eT ^•n,G /oQ` ^°Sa' �o o\\��\� \ -- ^ ^\ ` �� \ \ \�\ L _ -_/ �/ i.�ii == CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL \�C \ \\ \` \\\` AREA4Q \\ // _ /°i/ - - -- \ /// I SO INESSHOURS,FROMTHEDATEOF COMMENCEMENTOFCONSTRUCTIONACTIVITIESTO O _ - THE DATE THAT FINAL STABILIZATION IS REACHED.Z Q �\/ g /a Chu / \ / 91NITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H -iV OR GREATER) J a PARCELS Na g48R `\ Z DB 574, PG. WHERE LAND - DISTURBING ACTIVITIES HAVE PERMANENTLYORTEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS. - -�`/ le-, ` / \\ \ AREA 21 / / 1- /\ \ \ \ \�\ `\ / I \\' 10. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. O LL LEGEND - m ] ?0 \\ \\ / / I \ \ \ \\ \ \ I I 11. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, 1 WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A IXIST. MAJOR CONTOUR SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER ` SHEET C6.9 TREATMENT PEOR TO DISCHARGE. \ AREAS \� \ 11 EXIST. MINOR CONTOUR �Rq \/ \�� , \� \ I \ \ \I I I I 12. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND 6 / \ \� a1�\ \ I �iy, NII I I I EEDIME T ARE, FI LTESEDIS CHARGESARETOBEROUTEDTHROUGHAPPROPRIATEBMPS CV X000 S \ I ' .11\ O I I (SEDIMENT BASIN, FILTER SAG ETC.). U PROP. MAJOR CONTOUR \ / I I \ I I \/ THE FOLLOWING DISCHARGES FROM STTES ARE PROHIBITED: 2f U) Qo h e `� \ \\1.,�a��,, \ X It PROP. MINOR CONTOUR _ - _ P° 0; D`yeo `� / \\ \ \ \ ill, \ I I / /, \\ 1 \ f\ I III •WASTEWATER FROM WASHOUT OF CONCRETE UNLESS MANAGED BV AN APPROPRIATE T( \\ 1 f I` Y° �� \ I I CONTROL: O Q W _ SS '1'1gG ` / WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE U) Z w PROP. LIMITS OF DISTURBANCE 1• / / P Pe�;�„ G6 \ 1 \ \1\ 1 \\ 1 / \ �� i� \\ 1 I I L/ 1 I I OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS; N+J C O - _ J FUELS OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION O G Q TEMP, HIGH HAZARD SILT FENCE AND MAINTENANCE; AND HI-- I1--II--II--'�IIIIIII / ` y4 ^eo' \ \ \^ \1 \ \\\ \ \ \\ \ \\\ '\l i' / �1 / i// I \^ I • SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. U-1 Z PROP. POROUS BAFFLE AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONOUCTEDATA O MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL J Q -g y. FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. J Z PROP. CONSTRUCTION ENTRANCE I,�-1 TN. -1 I / / J J�O\ Q O / •\ d\` ` S \ ` 15,IFEXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL SNIPS ARE NECESSARY TO PERMANENT STORM DRAINAGE CHANNEL -+- +- +- •- +-�-•- - � / / \ '�\ \ \ \�\ .e \ \ \\ \ \ ��' _ � ��- COMPLY WITH THE REQUIREMENTS OF THE PERMIT AND /OR NC 'S WATER QUALITY � � 2 \ �, STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT w Q _ T WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS / PROP. ROCK CHECK DAM ® - I / MuIAM R>TILIEY \\ \\ ��_��\ u I- ��"2 = I I I IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED AND ALTERNATIVE BMPS MUST BE V > PARCEL 1aeG 50 ��E\ \\ \ �`�< -` / III I IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. O TEMP. SILT FENCE OUTLET m I I / / I I� '1 ��' % j I Z IL ED PROP. STORM PIPE s v / / I yam. � � I I ESTIMATED LIMITS OF WASTE � � � � $u - - � I I I � / � (� _ I PROJECT INFORMATION PROP. PUMP AROUND DIKE � -- - � / \ / � ` - -1 ` -�\ \ I I PROJECT MANAGER: SAM EXIST. SANITARY SEWER PIPE sa -M -ss l __ I I DESIGNED BY: NWS I I GRAPHIC SCALE 0 , DRAWN BY: NWS EXIST. ASPHALT GREENWAV 1. SD 1GD 200 NOTE: SITE CONTAINS ASBESTOS, ALL WORK SXEETC5.8- -_ D , � PROJECT NUMBER: BN72.809 EXIST. FEMAFL °ODWAV F SHALL CONFORM TO ASBESTOS MANAGEMENT ORIGINAL DATE: 1002014 SHEET: EXIST. FEMA 100 -YR FLOODPLAIN ____ -_ -___ PLAN PREPARED BY OTHERS. ""FEET' Cii �,Qbre below. C5.5 1 iDCn = Too 1L. EXIST. FEMA500 -YR FLOODPLMN I 1 / JF1tt I l.O.b I I l 1 / 1 / I / � I / I / SHEET C5.7 I I I EXISTING FEMA 100- YEARFLOODPLAIN (ZONE AE) � I SHEET C5.9 / I \ / EXISTING FEMA—"', I SHEET C5.8 / 100-YEAR FLOOOPLAIN (ZONE AE) WEST ATABERNACLE / l PARCEL 153 116 / / SHEET INDEX D8951, PG. 725 \ I / COTTAGE COVE LLC / NOT TO SCALE \ / PARCEL 152 098000001 1 I LEGEND ESTATE 1189 -840 / \ 1 EXIST. MAJOR CONTOUR \ / / EXIST. MINOR CONTOUR ---- - - - - -- �,_ ' / PROP. MAJOR CONTOUR PROP. MINOR CONTOUR COTTAGE COVE LLC I / PROP. LIMBS OF DISTURBANCE \ \ EXISTING FEMA I EXISTING FEMA," PARCEL 152 098000001 WEST A TABERNACLE 300-'![AR FLOOOPLAIN FLOODWAY \ / ESTATE 1189 - 840 TEMP. HIGH HAZARD SILT FENCE — X —% —x- PARCEL 153 05602 DB 1032, PG 791 /\ \\ / _ / �// / PROP. POROUS BAFFLE �� / PROP, CONSTRUCTION ENTRANCE EX. S$MH#10 / PERMANENT STORM DRAINAGE CHANNEL --- - - ---- / J \ \1\ \ ROWAN COUNTY HOUSING PROP. ROCK CHECK OW AUTHORITY EXISTING FEMA PARCEL 152027 TEMP. SILT PENCE OUTLET I / -- - FLOOO- M- Y ESTATE 741 - 39 PROP. STORM PIPE WE B7LE ESTIMATED LIMITS O F WASTE 5ARCELL13 04 \\ y- - - - -- DB 949, PG 542 J PROP. DIKE FO PROP. PUMP AROUND DIKE 0 PUMP AROUND(TYP.) — — // LOC EXIST. SANITARY SEWER PIPE / %/� $ I /rl ' / / %� _ PROP. SILT FENCE _ — — — 40 P NS ST�C eo-- / / / / / /// / I / / \\ = OUTLET(TYP.) ) \ U9LIC OPENED CCET EXIST. ASPHALT GREENWAY PEr? 7A M19 APPING EXIST. FEMA FLOODWAV /— �\— //Ill l \\ \ l l l 1 1 \ /l�l EXIST. FEMA 100 Y FLOODPLAIN - - - - - - - - - - T�5 _ —_ �-- EXIST FEMA 50- 0 \ -YR FLO ODP� LA \ IN o GERTIE G. McDANIEL _ VICKIE M. WALDROP '1141 '/// l � , n / 7f ,j M PARCEL 153076 PROP. LIMITS OF DISTURBANCE (TYP) ESTATE 08E - 112 f 735 — — — — — TEMP ACCES6 BOA➢ r / _ - _ - \ 11 - III 1 ((�' / V 'Il/ / //� l 1 f l I _— — = —_ II 1 Iflll�lll Ijll l// / /-- �f T/ / 3 a PROP. LIMITS OF DISTURBANCE (TYP.) yn - � / P. cosr—D ENT_ R TEMP. ROCK 8 p 111 llllll / \ / 1/111 111 GRASS SWALE IIIIIIII I llllll PROP. DOUBLE ROW LINED IIIIIIIIVIII /SILT PENCE(TYP. AT CHANNELS) III / �' ^hJPFnhATT�Ge TEMP. DIVERSION DITCH 1.0% 1.0 %MIN. SLOPE TYR) I MA-T_ CH LINE C5.6 I0l»I / Ij�jl1 IIII �I v MATCH LINE / ! \i ll �� l'�ll / / / l Q v i// Jlll - _ I l v� A v / /llllll /llll�lllll AERTIE G. MCDANIEL PARCEL 153 057 / DB 622, PG 471 / /� /ll llllly/ \ Ex. ssMHn 11 / DB 1102, PG 436 lll� S TEMP ROCK CHECK EXISTING FEMA IIIIIIII MY \ i �f GRAPHIC SCALE 1Y/EAR FLOODPLAIN (ZONE AEI II MATCH LINE C5.6 �ll vv C lA %III / / ij j _ \ j MATCH LINE C5.9 y 101", // � IN FEET III \ \ l/ I 7/ i I / \ inch = 40 ft AREAOF POTENTIAL // / 0 CHANNEL IMPACTS (995 LF) \ � '�/ Illllr/ PROP.G "''�/ NOTE; SITE CONTAINS ASBESTOS, ALL WORK ITI/ ,m om/ �ti I I LINED SHALL CONFORM TO ASBESTOS MANAGEMENT TEMP. DIVERSION DITCH ' ' %MIN. SLOPE (TYP.) PLAN PREPARED BY OTHERS. 1. '� /�� i /...:, / I Ca�6BfaPeyau EX. SSMIT2T` . / \. __.._ ___.. / Q E a 8 -o Uy Qg a N f w �8 Q� Cf] �--L� =,LICENSE NO.. = C -0587 m U Z d Lu N z In J I. a- o � J p LL J O J w z�- O z Z � L) O ti O Z 3 Cn Z o Q 10 U LLI 0 z PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS DRAWN BY: NWS PROJECTNUMBER: BN12.009 ORIGINAL DATE: 1OW014 SHEET: C5.6 LEGEND ad EXIST, MAJOR CONTOUR SHEET C5.6 NOTE: SITE CONTAINS ASBESTOS, ALL WORK A mW EXIST. MINOR CONTOUR SHALL CONFORM TO ASBESTOS MANAGEMENTS m =" PROP. MAJOR CONTOUR ` y PLAN PREPARED BY OTHERS. I / U a PROP. MINOR CONTOUR \ EM ` P. ACCESS ROAD PROP. LIMITS OF DISTURBANCE TEMP. HIGH HAZARD SILT FENCE — I —Z —Z— - TEMP. CONSTRUCTION ENTRANCE ��\\ SHEET C5.7 PROP. POROUS BAFFLE \ — PROP. CONSTRUCTION ENTRANCE TEMP CONSTRUCTION PERMANENT STORM DRAINAGE CHANNEL ENTRANCE 1\ SHEET C 5.9\ APPROXIMATE ROAD LOCATION, PROP. ROCK CHECK DAM ® TO BE FIELD VERIFIED BY CO NTRATOR TEMP. SILT FENCE OUTLET SHEET C5.8 LOCU$T - - -___ +�N�cARO %.. PROP. STORM PIPE �� ESTIMATED LIMITS OF WASTE ' \ �/ -- PROP. PUMP AROUND DIKE SHEET INDEX \ \� \� NOT TOSCALE v� �� Vv • — I LIULNbL No - EXIST. SANITARY SEWER PIPE I I EXIST. ASPHALT GREENWAV JYIATCH LINE GS.G \\ / // I I \ \\ \`III I „/I L > %'� 11 \ \� \� - \ 1I I / Efi(IC BENNETT ,.......SP EXIST. FEMA FLOODWAY I �i SOCIATE ++ MATCH LINE C5.7 / l P CEL 149 001 rrrmulumY`+ EXIST. FEMA 100 -VR FLOODPLAIN Dp 1138, PG 659 I I rrV +nuu11r1r i� ---- - - - - -- I `ayH c,aRpC �y EXIST. FEMA SOD.YR FLOODPLAIN I ES GRAPHIC SCALE I1'1' PROP. LIMITS OF DISTURBANCE(TYP.) I _ I ( IN FEEm) p ti+ 1 i..h = 40 ft. k = I 5 W%HECK I C ) \ / I 1GEORGE W. LINTON, JR. AND WIFE TAMMY D. I PARCEL 149 00102 I 1 I A � �v\ /f (IIIIII I DB 839, PIS 60 I I I � w � ! I I I � I I I IIIIII I I I i PROP.GRASSSWALE / LINED WITH C125BN I SLOPE MATTING III TAMMY B. LINTO 1 MIN. SLOPE N(TDYIPT/C.) VII�IIIIv\v - _ _ PARCEL 149 080714 0 31 III1YI v D13 801, PG /�� ✓r , � // /r- -= / `/ // // -� v v� � I I I I� / � / / / / / � I A � // �/ ( IIIIII\ \ � � GEORGE W. LINTON, VR. a / (( I/ I // ✓✓ / / / \ / // / / v A vA y V / / / I I \ v A v I I I �IIII� V AND WIFE TAMMY D1. w IS l I ��I ✓ l l / � \ /�i° / � �� vv A v 1 _� // / I I � \�� v "v \V � / (IAA\_ v� PARCEL 149170 � � � - � I � ✓ / l / � /i/ I A V vV v \ 1 // I V A\ '� � ^� vv vv V I I I \ �I VA v � DB 1030, PG 703 � o ✓ //r / \ v v v y vvvv 0. EMP. RING ✓ i / i / / \ II \ _��\ \ \ ^\ \ \ 1 1\ \� %A) I ✓ ✓�A3� / � // �� / / B vA V A ICI v v v \ j vvvv A A V A �v z A. I ✓ / / / � / / / 1 v l 11 I � v \ \ � vv � \V A \\ \\ � \� \v v vi ✓ A/ / / / �\ I g l / _ r l l � 1 \ / A V A 1 V A v v � CV z GEORGE W. LINTON, JR. - AND WIFE TAMMY D. U) < J SLOPE MATTING -- _�i / / � � �. "', \ \ \ \ / / \ \ \, /� ,10- �k6 �� ^� — // \ \ \\ 1 I I \\ PARCEL 14900104 � TEMP.145 LF OF 18' / / / / ? \ / \ " r — — \ / \ \ \ 1 I DB 655, PG 443 1 a_ 0 yv HOPE SLOPE BRAIN // / '�� _ A \V A \ < ''1 //1 / l l —V _� 1 Q Q �, ' // II / i // 11 11 ' \\ �\ \\ �\ J cn v v v\ ,/ / \ /// r ,� 1 ,/ ��5>1" 0 LL J / I vv 7. — O J TEM F7oAM TYPK C D N P. C 761 ]eB t 0 Z 'zZ TEMP. DIVERSIONE7591 1.0% MIN. S'758E (TYP.) 755 / / �' O N \ \ j 0 ZJ 3 \ \� \ \ I / \ I I I \ 1 I I T5a ✓ _ _ _ GEORGE W. LINTON, JR. Q o AND WIFE TAMMY D. 0 752 — — — '� PARCEL 149 060 LF V o CK CHECK\ \\ I \ } \ \ \� I 751 ]45 / j _ / DB 1013, PG 909 LLB \\ / , TC M r \ \ \ \ I \ \ \ I \ ) \ \ y ' PROP. SL S L 1 FENCE ITYP) \ 749 VERSION DI SLOPE ITYP.) v CZ ] �]a5 \ _ / / \ \ , \ \ \ I \ \ — _ / 1 ^ \ 7� _ T✓� _ — j ^ PROP. LIMBS OF DISTURBANCE (TYP.) \ \ \ \ \ \ \ \ \ \ J >3s \ 147 / i _ _ _ PROP. DIKE FOR i PROJECT INFORMATION TEMP. RO]45'n &.:K — -- __ /I — _ _ \ \ IMP AROUND (TYP.) _ = -/ / / PROJECT MANAGER: SAM \ \ \ \\ \ \\ \ \ \ I I \ DAN _ _\ /� \ �=9 E%. SSMH# 1 / DESIGNED BY: NWS 7437 —i // \\ / DRAWN BY: NWS \ \\ \\ MATCH LINE C5.7 '\ iaz e I Ju \ \✓ �_ sl PROJECTNUMB ER: BN12609 741 \ \ \ \ \ \ \ ORIGINAL DATE 101&12014 v �MATC EX. B' VCp \ \ IfJ1pM11Yha1$ bEID W SHEET: AREA OF POTENTIAL >s�.'e \ \ I CHANNEL IMPACTS (557 LF) \ \ >\ \ Call buftm you dig. v5N7 \\ PROP. TEMP.15 "CMP 737 I \ \ \ \ / -eEX. SSMHd2 i0 AV Z m n J \ I E� I - - - _ PUMP AIKE FO(TYP ) - - -- '�/ —x ,`L �`tS TEMP. RO i45:nwK /- / -' DAM (TYP.) 7�3 )v 740V _1 I AL Ex. B "VCP AREA F \ \ \\ \ PMP I )0) I CHANN\IMPACTB POTENTI ROP. TEMP. 15'C (55]LF) / 1/ SEX. SSMH#2 TEMP. ROCK .Z_ \ �I I 734 Ua PROP. DOUBLE ROW SILT FENCE (f � F. AT CHANNELS) \ TEMP. DI 732LSION DITCH- 1. 7BIMIN- SLOPE RYP.1 at 1` \\ \� \\zsC`� • -•-F~- r Ja --- -iss' / /.. /�' �i-_ \\ I /� /��i;; = ii�� -= `�� \��J� % /i /� / %;; Ex. B "VCP �('• iii G', _, _AA\ Vim. / / / / /// FENCE(TYP ROW AT -\� \\ \\ _ ��- ice - PROP. S[it LTFENCE' PROP. SILT FENCE. FENCEITYP. AT CHANNELS)v� \� _ii i� � � OUTLET ITYP.1 \� 1 Ex.a \QN" \ \ / / / IIII II II Il l /j�/ / / / /1) L\ ` \\ \ \\� \\ \\ PROP.BILT FENCE ITYP.) IIII / / /� \I \ �� \ \ \� \ \ \ ^'_' e`?"_s \ 1 \ ` i OP. PR LIMBS OF -1 DISTURBANCE (TYP.) S 72�; -� A� �✓ - II I - -- ' v�Qvwvvv� vvv D PROP. DIKE FOR \ \ \ \ PUMP AROUND RYP.I \��\\\� \\ \ `` \ / \ \ \ \\ \ � I A V \Qvvvvv�wOA�AV� A AV � I HEOF �y` 2 � I A v DO I v v- -- �vvAv MON v� A Ov�''v v v vvO - \ gip`\VvV v \vv A " t 1 v A A V A �VA` II V ( 1 V A AV A v - AvvOA v V A A ? FX. 9• unL Tv EAMENT V A \ VAAV AVA II A '\ �_, v v wQwv wvAV � AAA vv 1 MB 995PGNEI 1 Al A \ V A V VA� \ \ \VA` I I��11 11 A 1 A \ MB. 9996 Pc.lssaz 1 v v AI 1 \ V A \ VAAVA \ \Vl I III 1 I \M I AAAV11�1 I I IIII�II III W A v �IIIIIIII1111� III III I 1 1 S' CHAIN �QIII I II I Z F 1 III I III CE o IIWII III III%I III II I III I I I I II�I III I,IIII Ij III I III II II� II I I I I II v l I V \ \ AI1 �I\ \ I� 1 � VAA 1B I \ A/ -INITIAL A � 1I 1I I 1 I I \ I W > Q F GW O LL % rU - m CXOLA HUGHE� EA or POT \\ PARCEL 146 15 � CHANNEL MPAT293 FI\\ EX. CONCRETE v WALL SIC CONCRETE DB' 6 PG60 A PROP. DOUBLE NOW, SILT FENCE T BELS). \V` vI� l a c \\ A V Al 11 1 vv I I A V A A �/ II I I I I III 111 I II A tl I �1 v � ll 1 1 V -V I I II II I I �� _ AVAAAV vv \j111.......� v VAvvvv vv Ilglll\ \ \ \ \\ \� \ \ \ \\ \ 1 I I I\ \ �% EX. SHEDS la / l l / IIII IIIIIIII�I��__ I PROP. DIKE FOR \I�II�1j1 \ \ \ \`\ \ \ \\ \\ �� \\ \ \� \ \\ \ \ I \ I 1 \ /\ I I \ I / / / I IIIIIII RANDY T. HUGHES J v 11� VAA \ �� AV A \ 1 I / v / �� I / / A / / 1 �v b F II 1 I / ` \ ` PUMP AROUND (TYP.) \\ \ _ �� \\ \ \ \ \ I I � EX.IGRAVEL ! / // ��AAE T PARCEL 148 139 \ \ \ \ \ \� \VII\ \\ \\ \\ \ \ ` \ \ \ I / / / / / /// / I DB 1065, PG 567 \ 1 1 \ \ \ \ \ \\ `II\\ \� \0 \\ \ ____ = 1 �\ \ `\\O� �� \ \ I \ \ /' -� \ I / \�! / �1 AR�n P. LIMITS OF DISTURBANCE ITYP.1\ V E %ISTING FEMA 100- YEARFLOOOPLAIN (ZONE AE) \< EX. SSMH#1 MATCH LINE C5.7 MATCH LINE C5.8 DO ALD L. & DANITA P. LITAKER PARCEL 149 058 - - DB 1077, PG 558 - - L I I I I I I I SEX. HOLE IN ROAD \ \� \Iq1 \ \\ \w _ �2L n.��, -�� vAvvO�w��;wA v- vv v v v EX. �ogDEN \ V A V A Av A VA \V`VAVAV -ate Av��A wV A \v� V / A� \ V AvA V `� �� / �� I�� V v �-✓� -� v v WILLIAM . TILL PARCELI 050 \ ` \�-\ \\ \ PPRbxIMAre \- A C NSrAAucn N urlE 1`I� A - �� vim` �p � 1AV A It7 � DB 769, P 1 v_ -f` \ V °v A v vv- v (REETLEGEND I I I V A V� •- �1- �� -� /�/ � V EST pUe� Icy EXIST. MAJOR CONTOUR = Rp , EXIST. MINOR CONTOUR ON'E SiR—ION PROP. MAJOR CONTOUR PROP. MINORCONTOUR PROP. LIMITS OF DISTURBANCE EX EDGE MENT / Jam- CONTROL POINT - CG - Z —Z —Z- / jr / PAVEMENT / I fiOD NAIL TEMP. HIGH HAZARD SILT FENCE N: 853831,81' NC GRID \ E: 1 : 74 1.53' NC GRID PROP. POROUS BAFFLE y/ FROM CONTROL POINT / 1 FROM CONTROL POINT 1 TO 2 SDUTH�. / I PROP 203' WEST, ]29.29' GRID OR . CONSTRUCTION ENTRANCE \ ( \ OR 729 GROUND / � \ PERMANENT STORM DRAINAGE CHANNEL \ EXISTING FEMA PROP. ROCK CHECK DAM / \ \\ 100 -YEAR FLOODPLAIN(ZONE AE) \ �\ TEMP. SILT FENCE OUTLET J PROP STORM PIPE — — — — 1 \ / \ ESTIMATED LIMITS OF WASTE I / \ PROP. PUMP AROUND DIKE \L / EXIST. SANITARY SEWER PIPE ss ss ss NOTE: SITE CONTAINS ASBESTOS ALL WORK GRAPHIC SCALE � EXIST. ASPHALT GREEN WAY SHALL CONFORM TO ASBESTOS MANAGEMENT EXIST FEMAFLDDDWAY — — — PLANPREPARED BY OTHERS. ( IN FEET) EXIST. FEMA 100 -YR FLOODPLA'" 1 inch = 40 Pt. EXIST. FEMA 500 -VR FLOODPLAIN SHEET INDEX NOT TO SCALE a E O n ry 5 Callon W +LMCAR��' /' o i LICENSE NO...s C -0587 c ss 0 3 8 a a � N O CN z W J Q J r LL a 0 _j/'� J a_ O O J w Z M w a O Z O O Z 0 cl) a = � U > W Z 0 z ig NROW whai5 below. Call before you dig. PROJECT INFORMATION PROJECT MANAGER: 11 DESIGNED BY: N% DRAWN BY: N% PROJECT NUMBER: BN7: ORIGINAL DATE: 1018, SHEET: C5.8 / /�56 �ll 1 EAR FLOODPIZ/ / MATCH LINE C5.6 / I \ /I / MATCH LIN� MATCH LINE C5.9 v vv A ill 1 AN/, MATCH LINE C' 5.7, 3 �v a°o-vEARlFi000aum i/ III �IIII�I II vy A A l / AREA OF POTENTIAL NNELIMPA PACTB (995 LF) - - -- -- EDWIN J. STACK, JR. � v /" / % //i . -/ / TEMP. oIVErssION OITCn -- -- - - -- - ---PARCEL 04 10 %MN / - 148 EX. SSMFPI / v _ / / - i �'' % / . / / / / / r I I . sL.oPE (TVP.) / EINSTII�GFEMA _— _y= __�_ a aB'f•I , - -9'I' _ / \/ PnROPP. DODSLE ROW I TJ `100 -YEAR FLOQDPLAI (ZONE A£ -� /— \ PROP. LIMITS OF DISTURBANCE (TYPJ ROCK CHECK/ // / / / ✓f // / / �// � /// J / 0 ASPHALT / / / / iC" -- `____ /// / �p� /�,�, /: i \.i/ / / I= = _ _ �` TEMP. RING / / / / l /I ✓ f ``OJJ • �'�_ PROP. PRINCIPLE %%� \ J �\ \ \ % / PRD]10 LASS S FILTER RYP.I' / // / J / / / / / �`_• + � 9 /� \ /" SPILLWAY ARMOR WITH _ / // _ RIPRAP APRON /i % / / / 3' / / / / I ` f t Lu1 I I I \ – _ -- - \ �\ �� /s+ PLASTIC, / \ ��/ SEE DETAIL / / / D D J / // I / LICENSE NO '. FX. LANDSCAPffX_— �� -- \ \ ELEV:]1300' 11�� '/ - \ \ r_- \ \. \ms's n EXISTING FEMA I- V 1 I \ AREA - -- _ \ \ \ \\ /" \ WIDTH: 2°' // 19%/ .5', W2e 12'�/_i/// 1 / / _ = I ' i (I• FL000wnv to m I I I I\,�-- _-J� - \ " \ �j �% y / T'0i ii /!i /l I / / / / r_`� r I o Q``� D. I X. FIIP AP E %. RIP RAP _/ G \ H..T \ y u /j II TEMP. W '-' \ _ �-�"�C 8" PVC OUT FILTER RYP.) fi 0 I 1 _ AV V A Tjii /�/ i / say LF g 7.00 % SSMH #13 \v�'sEX. 18 "RCP '\``� \ \\ I'V�OUT.]0].85' / / / / / / / / / / / \ f0 V ✓ \ \ Q�10f E$ EX. CONCRETE , I\ / / / \ / /TEMP ±63 LF OF 18' II �-i- X 42 / ' 1 �h L _ CONCRETE\ / / \ / / / / / / \ \ \ \ / / / / HOPE SLOPE DRAIN I ~ \ 02797 DIP \ _ `� \ \ \ / / \ \ \ C N \ PROP. Gmss BAALE EXIST. PEOESTRU\N BIRDGE \ / /%/ \ J ( ( / / \ \ \ �\ \ r+ n. "�' I- \ i LINED WITH C125BN r, fk�,MEF \\ 0 ` ` // ` \\ `\ A J` 0 JD r \ \ \. SLOPE MATTING 4 ��,`♦ \ \ \ \ \\ -- \ \\\\\ ( \ \ \ 2� W \ ` \ \ \ r TEMP. COIRPOROOS \ \ TEMP. SAS LF OF IB•• //� NA. 11 \ \ \ 0 1 BAFFLES(TYP.) \ 1f11111ti1141, it,, {`FAIRCLOTH \ \ I \ HOPE SLOPE DRAIN ?N ;SKIMMER W/ \ \ \ SEI USED AS BAFFLES 1 \ 4 "ORIFICE \ \ \ \ \ \ I 1 \ EX. SSL B PROP. CLASS 2 SEE DETAIPRA C80\ 1 EXISTING FEMA �_ 1a r \ \\ 1 - — \ s \ \ \ \ \ \ \ \\ \ \ \ \ _ _ I vvv F. = I v V'1 /rVv v. vvv vv y L =21• v ,.� AVv �� - < - -/– V A��•� v� y v v v A w1 5, wz za,A Ex.1e ^FOP I A A CLASS I \ / �\REEDE APRON EE DETAIL SHEET CB.O \ \ - _____ _ ___ __ / v��w A vv A A�L_1e• V� v EX. B "VCP �\ � -_ \\ W118'W2. 21' \ \ \ \ _ //T EXISTING FEMA) '2 L� \ 100 -YEAR FLOODPLAIN (ZONE AE) Af. PROP. LIMITS OF DISTURBANCE (TYP.) fit% \ \ \ \ \ LEGEND - I I \ \ \ = \ \ w -� ] g_ y Aw Ex. asMHn�i� vv v -- �� v vv y� _ 1 AVA TEMP. I9S LF OF 1a^ \ EXIST. MAJOR CONTOUR `\ - \ TEMP. RING HDPE SLOPE GRAIN \ `\ // �\ \\\� \\ \ \ \\ FILTER(TYP.) \1 / \\ \ \ lll\\�CCCJJIfff��` \ IXIST. MINOR CONTOUR I \ \ \ \ ` � / I � \ �\ � \ 15'` \ \ \ F \ TEMP. ROCK CHECK \ Z PROP. MAJOR CONTOUR _ _. I \ \\ '�\ __.` -_// \.a \" AREAPA TS(SW UIL / x.11 \� \ \\ \ �� \ 1 -- \ \ \\ \ \ \\ AM (F/P.) / \ \ CHANNEL IMPACTS (952 LF) L \ \ \ \� \ 6�` \ \ \ \\ \\ U I �\ / / \\ \ \\ TEMP. DIVERSION Dill PROP. MINOR CONTOUR \7 Ex. Ex. a•vcP � 1� .0% MIN SLOPE(TYP) \ \ \ z A v A o PROP. LIMITS OF DISTURBANCE TEMP. HIGH HAZARD SILT FENCE _X —x —x— PROP. POROUS BAFFLE NAR NARAYAN _- -_ - - -_ ___- - - - - -- ,– ��'•� <\ / t sa = ' c v\vvv \� \ \\ �\\ \ \ \\ \ \, v I� \y � ` \\ \ � v \ \ \\ \ v \ \MM ATV A z N C TCH LINE 5.7 PARCEL 148 042 PROP. CONSTRUCTION ENTRANCE DB 1064, PG 157 CH LINE C5.8 PERMANENT STORM DRAINAGE CHANNEL - - - - - - - - - ' PROP. ROCK CHECK DAN EX5 MH #\ TEMP. SILT FENCE OUTLET _�--- \'• \ \� \ \ \ \ \ \\�\\ vv v Nh PROP. STORM PIPE \ \_ ----- _ -___� _� \ \ z DEBORAH J. HASLACH \ \\ \ – – _ _ _ _ _ �^ \ \ vo — \ uj ESTIMATED LIMITS OFWASTE / PARCEL 148044 CORY J. OTT \ ��\ \ _ /! _ -�- \��, \\ \ \ \ \� \ \ \\ \ \ iti \ Y 1 \ \ \_ \ \ \�P� \\ \\ �\ \ Cn J DB 1147, PG 599 A' \ �+ ARCEL 148 045 v v v v A\ VAV Q v Z .LPROP. PUMP AROUND DIKE DB 743, PG V�A CORY J. 148046 OTT ExIST. SANITARY SEWER PIPE ��ARCEL �V Z EXIST. ASPHALT GREENWAV - DB 743, PG 360 DOUBLE ROW Q Q \\ SILT FENCE(TYP. AT CHANNELS) J \ \ \ 11 EXIST. FEMA FLOODWAY \\ \ \ \ \ \ \ \ \ \\Z -.i \ \\ \ J EXIST. FEMA IOD -YR FLOODPLAIN ---- - - - - -_ \ / / \\ \ \� \\ \ �� \` CORY J. OTT EDWIN J. STACK, JR. \ \ \ \� \\ \ _� \ \ \ \\ \ LL J EXIST. FEMA 500 -YR FLOODPLAIN PARCEL 148227 PARCEL 148048 \� \ \ \ \�� \ \�\ \ �3� 3 \� \ \ w / DB 743, PG 360 / DB 574, PG 891 O J w SHEET C5.6 = i z vv�vvv ��vv �r rV �� Z ash \ \\` m `m \ ' O y �\O \� n n '� y Z �J a Z o \\ PROP. DIKE FOR O PUMP AROUND (TYP.) O - �` SHEET C5.7 \ LL nArcx -- \ W \ Aiv?tB s�Grcar� PAR6F� \\ \ ' I I I I \ \ \\�i � � P6-7 \ PROJECT INFORMATION SHEET C5.9 - \ z PROJECT MANAGER: BAM NOTE: SITE CONTAINS ASBESTOS ALL WORK GRAPHIC SCALE , DESIGNED BY: NWS 7 r DRAWN BY: NWS SHEET C5.8 SHALL CONFORM TO ASBESTOS MANAGEMENT PRIDJCTNUMBER: g o,4 PLAN PREPARED BY OTHERS. ( IN FEET) SHEET 1 )D.n = 40 TL. prwwharsbelow. C5.9 SHEET INDEX Call beforeyoudlg. y NOT TO SCALE NOTE5: 1. A STABILIZED ENTRANCE PAD OF 2" TO 3" D50 WASHED STONE AT A DEPTH OF 6" SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET IF SUITABLE AGGREGATE IS UNAVAILABLE, THEN #2 (ASTM C33) OR RAILROAD BALLAST STONE MAY BE USED 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT, THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 4. ANY SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ARM t.• "s nM: VY�`y STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE TOP OF BERM = 714.50 TOP OF BERM = 714.50 N N — 20, SPILLWAY ELEVATION = 713.00 PROP. PLASTIC ARMOURING SPILLWAY 225" OF S9.SA SUPERPAVE ASPHALT COURSE. NOT TO SCALE 6" COMPACTED ABC STONE (95% STANDARD PROCTORI. 2.25" 6" COMPACT SUBGRADE 195% STANDARD PROCT AND PROOF ROLL WITH EMPTY TANDEM AXLE DUMP TRUCK; REPAIR I RECOMPACT AREAS THAT DEFLECT OR PUMP. ASPHALT PAVEMENT V MAN. OFFE1 —T WIFE FENIIIG W ELTER —I <y YaS III OPbl7'Y X96 E0a3 i J.�112Ji GENERA NOTES: 1, WIRE RENCING SHALL BE A MINIMUM OF 32' IN WIDTH I WO ON FILTER FABRIC SHALL BE USED WHERE ENT PIERCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS, 3 STEEL POSTS — BE 5'-C' IN HEIGHT AND BE OF THE SELF—ENER AINGLE STEEL TYPE 4 WIRE FERGING GRALL BE AT LEAST #10 CARE WITH A MINIMUM OF 6 LINE WIRES WITH 12' a� 'li -B -B' ' 11: =:11 n- il�lf ='il II 8= i1 ='ll "I 'il "il "n "li• n "II "il' -1 �-�` - -° n�ILanr =m n =n =1iL I emu= L•• II= 11 =11= 11 =11 11 II I = - _ - II II TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL OEJTIHCATION OF ENVIRONMENTALLY SENSITIVE REAS. 8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. G EROSION FANDHSEDIMENT C NTROELO PLANNNG SADDWDESGNn MLANUAL2A NORM CAROUN4 10.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS. DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW. MAINTENANCE NOTES: 1 LT BARR RT TH Po Sa counirTO R AGENT HIS aRIOPITrs NF A" REPa RS NEEDPDTSIL' HE MADE MMEDarEiv REGARDLESS F THE FABR C DECOMPOSE OR BEGE MER SEFFECSVN NECESSARY, TO TH IN OF THE EXPECTED SHALL BE REFIACED PROMPRT THE STILL E ARY THE FABR WHEN 3 SEDIMENT BARRIER LS ANY MENTR DEPOSITS REMADENOSINS PLACE AFFER THHE SETT FENCE IS REMOVED ASH L BE DRESSED TO CONFORM TO THE EXISTING GRADE. PREPARED AND SEEDED. HIGH HAZARD SILT FENCE 4'.4' CLASS B RIP RAP ARM ASSEMBLY w�M PAD (V DEPTH) —WATER ENTRY UNIT 'C" ENCLOSURE TWO 4" PVC PIPES SPACED 18" APART CENTERED ON PERSIF + .y 1 SKIMMER ARM PVC ELBOW 4' PVC PVC VENT PIPES 1 ADS PIPE PVC END CAP H= PVC PIPE SCHEDULE 40 RC 1/2" HOLES IN PVC PIPE HE PVC TEE UNDERSIDE 8" % 3' PVC SCH. 40 REDUCER COUPLING 8" PVC OUTLET FLEXIBLE PIPE -- HOSE e 2/3 L END VIEW PVC TEE FRONT VIEW CONCRETE FOOTING BASIN SKIMMER SIZE ORIFICE CIA. MAX FLOW SB -1 4.0" 3.0" 0.13 CBS SKIMMER 3 X Do OR WIDTH OF FLARED END SECTION GENERAL NOTES: -CLASS OR MEDIAN SIZE OF RIP -RAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER. -ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER - BOTTOM GRADE SHALL BE 0.09 WHEN USING SCS/MD. METHOD. -SIDE SLOPES 2.1 OR FLATTER. - SIOEWALLS SHALL EXTEND UP AS SHOWN ON THE PLANS BUT NOT LESS THAN TWO - THIRDS THE PIPE DIAMETER. -THERE SHALL BE NO OVERFALL FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP- RAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. BE AS SHOWN ON PLANS. -THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM -NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. - BOTTOM GRADE SHALL MATCH SLOPE OF CHANNEL. NOT TO SCALE STEEL REVER DPCNINc T sS IRE II Bli G, 11 Llcneie) STEEL Fos OR FABRIC RIP -R P WASHED f es o wL» III�iI= CL�i�I�1- IT1 =1� -Il III Hr =D iii -�-LI —lie- - li =T =11u I lu�i�4rulul�m�u— nl= 4r��11 =m nuuui u= '119!11 III III - III -111 -I IL�IE II =III 11 11= ul�IF =1 m -lu =u� TI- III -;- iLi?�uu Ii Till, li- iT N IIT 11 -TW. GENERAL NOTES: 1, SEDIMENT FILTER OUTLET SHALL BE 12 INCHES HIGH BUT NO TALLER T11NJ 11 INCHES, 2. 'l-ASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH A MIN. 4 INCHES OF SCOOT ,5 OR 157 WASHED STONE ON THE UPSLOPE SIDE. 3. POSTS SHALL BE NO MORE TRAM 4 FEET APART. 4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE DIRECTION OF THE INSPECTOR. 5. ONE ACRE MAXIMUM DRAINAGE AREA PER OURET. MAINTENANCE NOTES- 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PAR 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE. PREPARED AND SEEDED. TEMPORARY STONE OPENING IN SILT FENCE PLQI — j Ly4�.�BM j1f � -.• N• :�•� pia � �!. X11 IAR7 l BERM x� �z__ x--" kE ARU W F L - R% S OPE— I �Oe LAYER OF FILTER FARE'._' PROFILE SECTION B -B RIP RAP APRON AT PIPE OUTLETS IAR7 l BERM x� �z__ x--" kE ARU GENERAL NOTES: LLT SURFABERARF�A 1. DRIVE 5 STEEL POST AT LEAST 24" INTO SOLID GROUND, Z USE STAPLES 1' APART HORIZONTALLY AND VERTICALLY TO ATTACH THE FILTER FABRIC X TO THE WIRE FENCE. 1 3, MINIMUM BAFFLE SPACING IS 10'. X 4. THE FLOOR OF THE BASIN IN THE OUTLET ZONE AND BERMS \ SHOULD BE SEEDED IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED. 5. REFER TO NCESCPOM SECTION X Ali FOR ADDITIONAL SPECIFICATIONS. FLOW BOARD IN TRENOH Till III_ \ o cH BAFFLE INSTALLATION NOTE: SITE CONTAINS ASBESTOS, ALL WORK NOT TOSCALE SHALL CONFORM TO ASBESTOS MANAGEMENT RIP RAP APRONS PLAN PREPARED BY OTHERS. NOT TO SCALE NOT TO SCALE Q1_ 1i1N11N I han bell. Call b0}OPB yw dla S Q E a 8 —o Uy Ll I=" "N CAROk� a' LICENSE N0: •� C-0587 _ PJ M u_ '0 VJ J Q Lu 0 J J LL Z J I+% J CJ G Z O Z Z U U Z 0 a z H z w Z N Q O z O SC Z W O Z PROJECT INFORMATION PROJECTMANAGER: SAM DESIGNED BY: NWS DRAWN BY: NWS PROJECTNUMBER: BN12.609 ORIGINAL DATE: 1002014 C6.0 7" MIN. 2+T. MIN. ;EVEL BOTTOM rl 11-11 OR STABLE LINING .,,i -III- - 2:1 OR FLATTER 1.5-Ff. Ml DVFRBMlB E 4+f. MIN. INSTAUJUIN THE BOTHXI WON SHOULD BEA MINIMUM OF4iEE,AND THE BOTTONSHGILD BE Ull THE DEPTH SHOULD BEAMNIMUM OF I."EETAIDTESNESLOM SHOULD M2H:IVORRATTR THE MADMUMINTADESHALL BE III POBIIIPE DRANMiETOASUMAMEOI .. GENERAL NOTES: 7-171% MIN. y y 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. „—Ill=ill— i iiCHECK DAMS MAY BE USED IN SLOPING DITCHES i —HH II- OR CHANNELS To SLOW VELOCITY OR To CREATE I -_III x BS BESTABLMEDIMMMKMYUMWWGETATON,HOD, EMMCONTROLBLAN(EMMMURENFOITCF2ENTMATBTOPMYENTEROSON. THE UPSLOPESIDEOF TIE BWNEBHOIILD PROVIDE PDBRIME DRAINAGE BOND EROSION OCCMx ATMEOUTET. PROVIGEENEAGI'NBBPATDNMFABURNABNEC[SBANY. SEMMENT4 OMINOFFSMLBEDIRECMTOASBTIMMTRAPPINGFACIM. INBPECIMN AND MAINR3lAlICE SWNFS MOULD BE SUNNI EMERY MUM (7) CALENDAR OAYS AND "IN 2 U AFTER EACH MINFALL EVENT. DAMAGE OIUSED BY CONSIMICTON TRAFFIC OR OTHER ACIIVIIY MUM BE REPAIRED BEFORE THE END OF EACX WORKING DAY. SEE DETAIL NEXT 10 TURBINE DETAIL TEMPORARY DIVERSION SWALE TAG TO INCLUDE:_\ H -- a�PROP.TURBNED DAMOFINSTALATON -TOTALDEPTH -CONSTRUCTION DETAILS MNF WOMTED SCH B0, V PVC RUBBER STICK UP B' OONCRETEPM(2'x218LOPEDAWAYFROMVENT F� 3' FOUR (4) P' DWAETER 3' BUMPERGUARDS _ (I MIA.) SEDIMENT TRAPS. 3, ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE # s VOWIPA —RE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE DOWNSTREAM DAM (SEE DIAGRAM BELOW). L' AT ER III�IJII�I �Ir_n1=)- MAXIMUM SPACING _ B - - JII_III=III-III=IILIIL LIII_ =11=111=111JII=111_111_ � I A AND B ARE AT EQUAL ELEVATIONS CROSS SECTION 1 _ o�i=i Wnml I ol_- _n= = Lrl V M. =ii =lr "I"Iii- ri -rii- li Il illi '_lig-'rii'iI:Tillil-'y�i_i= Et LrER cLorH PLAN NOT TO SCALE I NOT TO SCALE TEMPORARY ROCK CHECK DAM TEMPORARY SEEDING MIX TIME PERIOD ITEM RATE OF APPLICATION (Ib./acre) January 1 to May 1 Rye (Grain) 120 Annual Lespedeza (Kobe) (1) 50 Limestone 2000, 10-10-10 Fertilizer 750 Nitrogen (March only) 50 Mulch 4,000 May 1 to August 15 German Millet 40 Limestone 2000, 10-10-10 Fertilizer 750 Mulch 4,000 August 15 to December 30 Rye (Groin) 120 Limestone 2000, 10-10-10 Fertilizer 1,000 Mulch 4,000 PERMANENT SEEDING MIX TIME PERIOD ITEM RATE OF APPLICATION (Ib./acre) August 20 to October 25 Tall Fescue 100 San— Lespedeza 30 Kobe Lespedeza 10 CoPenmon Bermuda msacola Bahia" 10/25 Limestone 4,000 10-10-10 Fertilizer 1,000 Mulch 4,000 to 5,000 February 1 to April 15 Tall Fescue 100 Sericea Lespedeza 30 Kobe Lespedeza 10 Limestone 4,000 10-10-10 Fertilizer 1,000 Mulch 4,000to5,000 /�//�N({, \�//\�\\\�/ (1) If it Is necessary to extend temporary cover beyond June 15, the area If seed mixture is being applied after August 20. Unscanfied Sericea seed /�� should be oyer seeded with 50 Ib./acre of Kobe lespedaza in latter February or should be used. To extend spring seeding dates into June, add 15 Ib./acre \X\/\��\� ��\��\� \��\� early March. hulled Beunuda grass. SEASOML H1311WATER BOTTOM OF WASTE TABLE NOTE: ENTIRE SCREEN LENGTH TO SHE INSTALLED IN WASTE NOT TO SCALE NOT TO SCALE LANDFILL GAS VENT TEMPORARY AND PERMANENT SEEDING MIX o :...1 PROP. SLOPE MATTING - I - 1. PREPARE '0 B 'HER "INIILIELELFORE -1DEAN AT III IF - IER .1EI EEEP SILLS IS Imp PAR SI DDKR z RATE "'I) DF 'DK�D"I" Eo aETallo ", ED ELDPE PDmED DF THE :REND of AN oR rHE aA 1N � APP IAIFFI II.O(IS.) GRAN N THE NFIS1 IF III z�rveH MSKFLL ANN 1-11 TIE TER CS—) PIR111 -1 A SNI PFsE (I.Co)CAPARr AIDRIS sLTHE IURI A_R.NE B�ND'OoREATER MAT LTH A R LEECSTAKES ARAKEB DE PLACELI For ATEN ED oUNTLA DE "RED TMUNAUFM cONS�ELYIT EA RUNI(Ers END WER END )RwR�Arva�s ro mAP=Ro, NV R1PPLUsE A DDUB. Row DF rfs POM APART AND a" (1ucm7 ON CENTER i0 SECURE BraNKEr'. ETIs AT EDPP of sl BE ANOHAIED WILL A RDW /srAKMEI RPPOIGIATCLY 2L(s'v )HAP FA s N(rscm) ssl (I s�m7Pw cn. BACKFLL AND E0.PA TRENCH AFFARENT LANDE MUST RE VIRIPPID AP- I -HD EN"RE FDA, RE THEED SEEM ALDN A�'N(a wPA A auk EpE elwrvKDEr eeNCKINSTnPUF)D oN EoajLEVEry a'T(io m)H na a'R (�oEm)No r,"RE 0HTH'R U FTERVArs. USE ENTER 8 THE TfieRMlNsTE amj R 0F'Tass (Am) AUKTATT 'NcIAiNCHO� LrsENCHKEAI APPIs AIPurvTGLY rz E1 -T) APART INA BKFILL Arv0 BDNPABr THE rR S. FDR DRAIN wTERSO.—ZINC FI -1, LOCTHER IN THE CHANNEL BOTTOM USE A DDUBLE RDI of S-TAILEICSTAKES STASSERED GRASS SWALE 1. 1LA'r`ETEPxWA�'R/EL'N IF E SIPE APPLIED r0 RD THIO EIDARI DIKE PRE IS KID ENIMEU FLENINLE PIP TIE DOWN a. SPEDINA IE AT TDRIN IMIN)D - DIAMETER (D) 1 PROFILE 1IP-1AP APR AT LESS TH. Ix SHAPE -END IN PROP ME RKTUREARRE TAG TO INCLUDE: -ID - DRILLING COMPANY - DALE OF INSTALLATION -TOTAL DEPTH - CONSTIUICTM)N DETAILS STICK 3' SEE DEFAIL NEXT TAO TO INCLUDE: TA -DNLLINO COMPANY -DATE OF INSTALLATION -TOTAL DEPTH -CONSTRUCTION DETAILS STICK UP Ij13' STEEL CASING WITH LOCKABLE COVERAND PI EXPANSION PLUG % NON-PERFORVII INCH 40, I- PVC FISHER CONCRETE PAD (2' z Y) SL 4V&Y FROM PROBE_ -HOSTING GAS MONOORNO PROBE BOTTOM OF WASTE - LOCKABLE COVER AND PADWCK EXPANSION PWG LANDFILL GAS MONITORING PROBE )RATED BCH a. V PVC MER ETE PAD (T x21 SLOPED AWAY FROM PROBE -A-S 2 LICENSE NO.: 2 ° C-0587 SEASONAL HIGH WATER TABLE 11110 NOT TO SCALE a2Qpf 9+ s ! DEAL 2 SEED APPLICATION SEED BED PREPARATION 1. CONSULT CONSERVATION ENGINEEROR SOIL CONSERVATION 1. LOOSEN COMPACTED AREAS AND SPREAD TOPSOIL (IF SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER AVAILABLE) TO A DEPTH OF 3" OVER HEAVY CLAY SOILS. ALTERNATIVES FOR VEGETATIVE ESTABLISHMENT OF DENUDED2 RIP ALL AREAS TO BE SEEDED TO 3" DEPTH. AREAS. THE VEGETATION RATES ARE THOSE WHICH PERFORM 3. REMOVE ALL LOOSE ROCKS, ROOTS, TRASH, AND DEBRIS WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE LEAVING THE SURFACE REASONABLY SMOOTH AND UNIFORM. COMBINATIONS ARE POSSIBLE. 4, APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND �. SOW SEED USING A SPREADER OR SEEDING MACHINE. DO MIX WITH SOIL TO BE SEEDED BY WAY OF TILLAGE UNTIL A WELL PULVERIZED AND REASONABLE UNIFORM SEED BED IS NOT SEED WHEN WIND VELOCITY EXCEEDS 5 MPH. PREPARED. DISTRIBUTE SEED EVENLY OVER ENTIRE AREA BY SOWING 5. SEED FRESHLY PREPARED SEED BED AREAS. EQUAL QUANTITY IN 2 DIRECTIONS AT RIGHT ANGLES TO 6. MULCH IMMEDIATELY AFTER SEEDING AND APPLY MULCH AND EACH OTHER. TACKIR ER. 3. SEEDING RATES GIVEN IN SCHEDULE ARE MINIMUM RATES. 7. INSPECT ALL SEEDED AREAS AND REPAIR OR RE -SEED ANY AREAS THAT FAIL TO PROVIDE A UNIFORM, HEALTHY STAND CONTRACTOR SHALL NOT SEED LESS THAN SPECIFIED IN OF VEGETATION. SEEDING SCHEDULE. 8. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND 4. RAKE SEED GENTLY INTO THE TOP 1/4" OF SOIL, ROLL FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. LIGHTLY, AND WATER WITH FINE SPRAY. CONTRACTOR SHALL FERTILIZER APPLICATION AVOID DISLODGING SEED DUE TO WATERING. . APPLY 10-10-10 FERTILIZER AT RATE OF 1,000-LBS/ACRE APPLY AGRICULTURAL LIME AT RATE OF 2 TONS/ACRE 5. PROTECT SEEDED SLOPES OF 3:1 OR STEEPER WITH EROSION CONTROL MATTING OR OTHER METHODS APPROVED • APPLY 209 SUPERPHOSPHATE AT RATE OF 500-LBS/ACRE BYENGINEER'S REPRESENTATIVE. CONTRACTOR SHALL SUBMIT SAMPLE OF EROSION CONTROL MATTING TOENGINEER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION IF DIFFERENT FROM THE PROPOSED MATTING SHOWN ON THESE PLANS. 6. PROTECT SEEDED AREAS WITH A LAYER OF EVENLY DISTRIBUTED, CLEAN, DRY STRAW FREE OF STICKS, DEBRIS, WEEDS, OR OTHER EXTRANEOUS MATERIAL. STRAW SHALL BE PLACED IN A LAYER NOT LESS THAN 1.5" DEEP, AND SECURED WITH NON-ASPHALTITIC TACKIFIER, APPLIED AT RATES OF10-13 GALS PER 1,000 -SF, OR PER MANUFACTURERS INSTRUCTIONS. 7. HYDROSEEDING IS AN ACCEPTABLE ALTERNATE TO MULCHING PROVIDED THESEEDING RATES AND SEED TYPES MEET THE PROJECT SPECIFICATIONS. NOTTOSCALE SEEDING SPECIFICATIONS CONSTRUCTION SPECIFICATIONS: 1, THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4, FIANCE ES CARRYING WA FEEr SECTION SHALL BE HAND TAMPED IN 4' LIRS TO THE TOP OF ' O THE PI HIGHER AT ALL POINTS THAN THE TOP OF THE INLEF PIPE. THE EARTH DIKE. 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5, FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL LAND S. F E RLE PPE SHOULD BE STAAT THE OUTLET, F PARTY HIS AGENT KED ON EITHER SI BEFORR EACH STORM BY THE FINANCIALLY RESPONSIBLE 3. ARA RIP P APRON SHALL BEPROVIDEDIE EMPTYING INTO A DISTURBED AREA. 6. OUTLEF PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, TAKING CARE NOT TO VDID THE EFFECTIVENESS OF THE SIT FENCE. Know wHars below. Call before you dig. NOT TO SCALE NOTE: SITE CONTAINS ASBESTOS, ALL WORK SHALL CONFORM TO ASBESTOS FLEXIBLE PIPE SLOPE DRAIN MANAGEMENT PLAN PREPARED BY OTHER U 2 N Z J J O Li oC p Z In OU_ U J O Z N to J J ww Z 111 Q W H Z 3 O Q O V 0 C 2 W 2 PROJECT INFORMATION PRQIECTMANAGER: SI DESIGNED BY: M DRAWN BY: M PROIECTNUMBER: Bi ORIGINALDATE: INN SHEET: C6.1 KEY /ANCHOR MATERIAL TO TOE OF SLOPE. DOZER THE CLEAT IMPf TO THE SL NOT TO SCALE I NOT TO SCALE Q E a � -o Uy a N f RIP a low 1 I \ \��`- BFFx ELNAn°N -LACE AREA REO 0 x}BaSP. FI. PEa CFS 010 �- GENERAL NOTES: 0, W-D, AT r CUSS I RIP RAB 1' LESS cr ERlsnnc PIPE waERrs THAT Daury s ACRES oR xE z x of 2. I.E.11TEO E THE M11111 �CE>'1E° UIDs ISE 'K D. T. Pmoa ro ssCIxERT R-P. — CT RE1M H M PRE xElcrt_ c1TAxwr ELLVnnox (SEE xoTE s) SECTION NOT TO SCALE LICENSE NO.. C -0587 'iP.O 1....0 ••• Q ; rX A11111111 ��,,, 'SEAL d EMBANKMENT MATTING DETAIL SLOPE TRACKING GRAVEL AND RIP RAP FILTER BERM BASIN —02787 KEY /ANCHOR MATERIAL AT VEGETATION TOP OF SLOPE. MIN. Soft Rush / LSPACING NP A FACW+ r r r r/ GENERAL NOTES: 36" MIN, SPACING TYP * r / r 1. lAY BWtlKETS LOOSELY AND r / d/ STAKE OR STAPLE TO MAINTAIN DIR T D O NET CONTACT THE SOIL 2, THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS AND NOT BEGIN 2. - DIMENSIONS SHOWN ARE SOIL MINIMUM. MANUFACTURED PRODUCTS MAY HAVE ADDITIONAL 6.. REQUIREMENTS THAT MUST BE ME. OVERLAP IN SLICE 3. SLOPE SURFACE SHALL BE FREE 9 GRASS SHALL Dichathelium clandestinum HAVE HAVE GOOD SOIL CONTACT. 4. THE DETAIL SHOWN IS FOR SLOPE MATTING. FOR CHANNEL OR PIPE b`1• OUTFALL MATING SPECIFICATIONS, Periscaria pennsylvanica PLEASE REFER TO NCESCPOM WATER TABLE STANDARD AND i MANUFACTURERS GUIDELINES. NON -WOVEN GEOTEXTILE FILTER CLOTH FABRIC 4' ABOVE SOURCE WATER. BEFORE BEGINNING CONSTRUCTION ON THE OPPOSITE SIDE. KEY /ANCHOR MATERIAL TO TOE OF SLOPE. DOZER THE CLEAT IMPf TO THE SL NOT TO SCALE I NOT TO SCALE Q E a � -o Uy a N f RIP a low 1 I \ \��`- BFFx ELNAn°N -LACE AREA REO 0 x}BaSP. FI. PEa CFS 010 �- GENERAL NOTES: 0, W-D, AT r CUSS I RIP RAB 1' LESS cr ERlsnnc PIPE waERrs THAT Daury s ACRES oR xE z x of 2. I.E.11TEO E THE M11111 �CE>'1E° UIDs ISE 'K D. T. Pmoa ro ssCIxERT R-P. — CT RE1M H M PRE xElcrt_ c1TAxwr ELLVnnox (SEE xoTE s) SECTION NOT TO SCALE LICENSE NO.. C -0587 'iP.O 1....0 ••• Q ; rX A11111111 ��,,, 'SEAL d EMBANKMENT MATTING DETAIL SLOPE TRACKING GRAVEL AND RIP RAP FILTER BERM BASIN —02787 CONSTRUCT THREE ROCK CHECK DAMS (STD. 30.10) AT 100 -FOOT SPACING DOWN STREAM FROM THE CONSTRUCTION ZONE IF CONDITIOg RIGHTS ALLOW. ZONE • TO BANK K 100' 100' IFERDAM IMMEDIATELY UPSTREAM OF THE CONSTRUCTION ZONE CHANNEL PUMP AROUND lB BC T,x.A . M. . TO Fx w%6TxSSxZB% T`.° EMUM'EX E E Eo.A M W. O No: mxxAl xE • W�x,r,xE 0 L XT— Ell i 0• 0• o• o• o• 0 -• 0 �A� .1 0• • 0. 0. 0. 0. 0. 0• • o• o• o• o• 0• 0 • 0 0. 0. 0. 0. 0. 0. 0. 0• • 0 • 0 • 0 • o • o �o • o • o AU WOOD AND LIVE STAKING DETAIL EXISTING WASTE r SOIL COVER SYSTEM PROP, B.MIL LLDPE IF B' 6' 3' 3' PROP. FINISHED - BOTTOM OF BASIN 12• - — B" WASHED STONE PROP. #T8 EX. POTENTIAL WASTE (TO REMAIN) SKIMMER BASIN LINER CROSS SECTION NOT TO SCALE PROP. SAPLING @ 15' O.C. (USE TULIP POPLARS, PINE TREES ANDIOR SWEET GUMS) PERMANENT PROP. HEAVY DUTY SEEDING MIX COIR MATTING PROP. FINAL GRADE PROP. SAPLING @ 10' O.C. V X V ANCHOR TRENCH (USE BLACK WILLOW, SYCAMORE, RIVER BIRCH AND /OR GREEN ASH) - - _ PERMANENT RIPARIAN - �`.. / SEEDING MIX 3' d? -- PROP. SOIL COVER SYSTEM (SEE DETAIL) PROPSUBGRAOE f J _ POTENTIAL WASTE (TO REMAIN) CHANNEL GRADING CROSS SECTION Scientific Name Common Name VEGETATION Welland Code Juncus effusus Soft Rush I FACW+ Carex vulpinoidea WORK 1 CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER of DAYS OF DISTURBANCE. 10 II AMENDED PLANTING \ Elymus vlrginicus Virginia Wiled Rye 2, THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS AND NOT BEGIN FAC SOIL SVdtchgrass 9 WORK IN THE CREEK UNLESS AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED, Chasamanthuium latifolium River Oats 9 3. ALL DISTURBED CREEK BED AND BANKS ARE TO BE STABILIZED PRIOR TO THE END Dichathelium clandestinum Deer Tongue b`1• OF EACH WORK DAY. 4. OR LARGER CREEKS CONSTRUCTION SHOULD OCCUR ON ONE SIDE Periscaria pennsylvanica SUITABLE SOIL ABOVE 14 OF THE CREEK AT A TIME, THE FIRST SIDE SHOULD BE STABIEZED Sidens frcndosum VISUAL MARKER 14 BEFORE BEGINNING CONSTRUCTION ON THE OPPOSITE SIDE. VISUAL MARKER B CREEKPFLOW DURINGOCONSTRUCTI ONBE INSTALLED i0 CONTROL (ORANGE GEOTEXTILE)�- r sl SUITABLE SOIL BELOW-- TrLTp—u1 VISUAL MARKER 1— CONSTRUCT THREE ROCK CHECK DAMS (STD. 30.10) AT 100 -FOOT SPACING DOWN STREAM FROM THE CONSTRUCTION ZONE IF CONDITIOg RIGHTS ALLOW. ZONE • TO BANK K 100' 100' IFERDAM IMMEDIATELY UPSTREAM OF THE CONSTRUCTION ZONE CHANNEL PUMP AROUND lB BC T,x.A . M. . TO Fx w%6TxSSxZB% T`.° EMUM'EX E E Eo.A M W. O No: mxxAl xE • W�x,r,xE 0 L XT— Ell i 0• 0• o• o• o• 0 -• 0 �A� .1 0• • 0. 0. 0. 0. 0. 0• • o• o• o• o• 0• 0 • 0 0. 0. 0. 0. 0. 0. 0. 0• • 0 • 0 • 0 • o • o �o • o • o AU WOOD AND LIVE STAKING DETAIL EXISTING WASTE r SOIL COVER SYSTEM PROP, B.MIL LLDPE IF B' 6' 3' 3' PROP. FINISHED - BOTTOM OF BASIN 12• - — B" WASHED STONE PROP. #T8 EX. POTENTIAL WASTE (TO REMAIN) SKIMMER BASIN LINER CROSS SECTION NOT TO SCALE PROP. SAPLING @ 15' O.C. (USE TULIP POPLARS, PINE TREES ANDIOR SWEET GUMS) PERMANENT PROP. HEAVY DUTY SEEDING MIX COIR MATTING PROP. FINAL GRADE PROP. SAPLING @ 10' O.C. V X V ANCHOR TRENCH (USE BLACK WILLOW, SYCAMORE, RIVER BIRCH AND /OR GREEN ASH) - - _ PERMANENT RIPARIAN - �`.. / SEEDING MIX 3' d? -- PROP. SOIL COVER SYSTEM (SEE DETAIL) PROPSUBGRAOE f J _ POTENTIAL WASTE (TO REMAIN) CHANNEL GRADING CROSS SECTION Scientific Name Common Name Percentage Welland Code Juncus effusus Soft Rush 10 FACW+ Carex vulpinoidea Fox Sedge 10 OSL Elymus vlrginicus Virginia Wiled Rye 20 FAC Panicum virgatum SVdtchgrass 9 FAC+ Chasamanthuium latifolium River Oats 9 FAC - Dichathelium clandestinum Deer Tongue 14 FACW Periscaria pennsylvanica Common Smartweed 14 FACW Sidens frcndosum Beggar's Ticks 14 FACW NOTE: SEED MIXTURE TO BE APPLIED AT A RATE OF 15 LBSJACRE PERMANENT RIPARIAN SEEDING MIX NOTE: SITE CONTAINS ASBESTOS, ALL WORK NGT TD B °ALE SHALL CONFORM TO ASBESTOS MANAGEMENT PLAN PREPARED BY OTHERS. 15, Know whaPS b@IUM !Call before youdlg O O U Z 0 a J J � O LL 17 Z ILL J//�� z 0 L// O J � J J of Q z LLJ W Z O ti Lij Z 3 Z o Q o U BID s U Z PROJECT INFORMATION PROJECTMANAGER: BAM DESIGNED BY: NWS DRAWN BY: NWS PROJECTNUMBER: BN12.009 ORIGINAL DATE: 1OW014 SHEET: C6.2 Q E O O O O + + O + O O + + O O O O + + + + CROSSING O O O O O O N 0 �' m'f + a as me e^ N ^ N M a o w I._ 00 C) w 800 - - PROP. FINAL GRAD — 750 700 — — _ -- — 650 - POSSIBLE BASE - - lllTrr,,1 /, CA�.y�( /� i �9ww_ LICENSE NO.: { C -0587 OF WAS - E _ — )i e ,I,I111NIrprr ° °i TED P- 1-I LI AP - TE- E - -o — - -o - -- 600 0 O + o eD m' •- n n nn. nr O o O O + N N m Ih N. N ^n m n O O + M N m N m r "r.. a0 M n O O + N n M r ^n N m l•f o O + L Ep lh N V 1") ,� ^n m 0 O + ,o q M N m OJ 1"2 r• ^r 0 O + 1 1+2 m V a ^n Ol n V 0 O + co M 1r1 V ^n N m 0 O + 4m n— o— 1p N N y A n OIL ^r ^n LINE 1 00 °o CROSSING + + r 00 N Ln S,�DA(g6� w RF '➢!� ^r. _.. JJ `' iSEnL s = 027971 T .. N FH i -' • F �, s. 8000 - APPROXIMATE TOP OF PROP. FI N AL GRADE _ P OP. SUB GRADE - - EX. GRA E WASTE ELEVATION - 750 _ L ; 700 — — — — / f 650 RATE WASTE DEPTH LINE - 2 _ 00 p 600 mN n N nA co m n^ T �n0 a v n„ y <o n N nN N ^ n,r N of p1 v H nr mN m nn I? N a t{yy N n� IA Q ^ nn m N n V mN N fr nn N O n pN V V n n O W a n pNj mN n n^ m nr N nn nA m {may nOaJ A nn C C 1215. JJ !O G 2 0 0 ,U i.{Po APPROX. LIMITY I OF WASTE I // 0 1 e r s i Ao X ` APPROXIMATEWASTE� ,A\ I DEPTH LINE 1 9 �- APPROXMATE WASTE DEPTH LINE 2 i T# _ L I 5+ I kk 1 \ ` \ _ _ 2+630 NOTES i. DATED 1RADE TAKEN FROM SURVEY ALLIETLEDCANNON MILLS LANDFILL KANNAPOLIS,NC DATED i/ 31111 (REVISED 3 /28/13) BY ALLIED ASSOCIATES, P.A. 2. APPROXIMATE TOP OF WASTE TAKEN FROM REMEDIAL INVESTIGATION - SUMMARY REPORT OF CANNON MILLS LANDFILL DATED 1116/13 (REVISED 3112113) BY SCHNABEL ENGINEERING. 3. POSSIBLE BASE OF WASTE TAKEN FROM REMEDIAL INVESTIGATION - SUMMARY REPORT OF CANNON MILLS LANDFILL DATED 1118/13 (REVISED W12113) BY SCHNABEL ENGINEERING. Q Lu co Q W O Q _ x p N a- Z a /J^ J C W C a z Z a w O y Z 2 0 V 0 PROJECT INFORMATION I 1 I PROJECTMIANAGER; SAM 1 NOTE: SITE CONTAINS ASBESTOS, ALL WORK cRapxtc SCALE � , DESIGNED NWS DRAWN BY: : NWS BN812014 SHALL CONFORM TO ASBESTOS MANAGEMENT ORIJJECT DATE: ORIGINAL DATE: 101012014 PROFILE LEGEND NOT TO SCALE PLAN PREPARED BY OTHERS. 1N FEET I inch = 40 ft KIIIOW 1YU&1�5IIBlOW. C .i�� EeTvm y00dig. SHEET C 7. U